Wind and Structures

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Mitigation of motions of tall buildings with specific examples of recent applications

  • Kareem, Ahsan (NatHaz Modeling Laboratory, Department of Civil Engineering and Geological Sciences, University of Notre Dame) ;
  • Kijewski, Tracy (NatHaz Modeling Laboratory, Department of Civil Engineering and Geological Sciences, University of Notre Dame) ;
  • Tamura, Yukio (Tokyo Institute of Polytechnics)
  • Published : 1999.09.25
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Abstract

Flexible structures may experience excessive levels of vibration under the action of wind, adversely affecting serviceability and occupant comfort. To ensure the functional performance of a structure, various design modifications are possible, ranging from alternative structural systems to the utilization of passive and active control devices. This paper presents an overview of state-of-the-art measures that reduce the structural response of buildings, including a summary of recent work in aerodynamic tailoring and a discussion of auxiliary damping devices for mitigating the wind-induced motion of structures. In addition, some discussion of the application of such devices to improve structural resistance to seismic events is also presented, concluding with detailed examples of the application of auxiliary damping devices in Australia, Canada, China, Japan, and the United States.

Keywords

References

  1. AIJ. (1991), Guidelines for the Evaluation of Habitability to Building Vibration, Architectural Institute of Japan, Tokyo.
  2. Aiken, I. and Clark, P.W. (1994), "Energy dissipation systems enhance seismic performance" , Structural Engineering Forum, Oct., 14-17.
  3. Aizawa, S., Ohtake, K., Yamamoto, M., Azuma, T., Miyazaki, M. and Fujimori, S. (1997), "The characteristics of wind fluctuation and the results of structural control at Porte Kanazawa", Summaries of Technical Papers of Annual Meeting, AIJ, B-2, 937-938 (In Japanese).
  4. Asher, J., Young, R. and Ewing, R. (1994), "Seismically damping the San Bernadino County Medical Center" , Structural Engineering Forum, Oct., 39-43.
  5. Baker, W.P., Brown, C.D. and Sinn, R.C. (1998), "Belt wall/core interacting system for 77-story Plaza Rakyat Tower" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  6. Banavalkar, P. (1990), "Structural systems to improve wind induced dynamic performance of high rise buildings" , J. Wind. Eng. and Ind., 36, 213-224. https://doi.org/10.1016/0167-6105(90)90306-W
  7. Banavalkar, P.V. and Isyumov, N. (1998), "Tuned mass damping system to control wind-induced accelerations of Washington National Airport air traffic control tower" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  8. Breukelman, B., Irwin, P., Gamble, S. and Stone, G. (1998), "The practical application of vibration absorbers in controlling wind serviceability and fatigue problems", Proceedings of Structural Engineers World Congress, San Francisco, July.
  9. Campbell, R. (1995), "A true tall tale about the Hancock Tower" , Boston Globe, 3 March, 29 & 34.
  10. Cermak, J.E., Kawakita, S., Bienkiewicz, B., Peterka, J., Lai, M.-L., Nielsen, E.J., Woo, H.G.C., Boggs, D., Chan, J., Chang, K.C. and Danielson, S.L. (1998), Viscoelastic damping system to mitigate wind-induced dynamic response of long-span roof", Proceedings of Structural Engineers World Congress, San Francisco, July.
  11. Chang, K.C., Soong, T.T., Oh, S-T. and Lai, M.L. (1992), "Effect of ambient temperature on a viscoelastically damped structure" , Journal of Str. Eng., ASCE, 118(7), 1955-1973. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:7(1955)
  12. Chen, P.W. and Robertson, L.E. (1973), "Human perception threshold of horizontal motion" , J. Struct. Div., ASCE, 98, 1681-1695.
  13. Civil Engineering (1999), "World's Tallest Building Will Grow Down Under" , ASCE, Feb., 16.
  14. CTBUH: Council on Tall Buildings in Urban Habitat (1995). Structural Systems for Tall Buildings, Mc Graw Hill, NY.
  15. Dorris, V.K. (1991), "Configuration poses challenges" , Engineering News-Record, 29 July, 24-25.
  16. Dutton, R. and Isyumov, N. (1990), "Reduction of tall building motion by aerodynamic treatments" , J. Wind. Eng. and Ind., 36(2), 739-747. https://doi.org/10.1016/0167-6105(90)90071-J
  17. ENR (1977), "Tuned mass dampers steady sway of skyscrapers in wind", Aug., 14-15.
  18. Fujino, Y., Sun, L., Pacheco, B.M. and Chaiseri, P. (1992), "Tuned Liquid Damper (TLD) for suppressing horizontal motion of structures" , J. Engrg. Mech., 118(10), 2017-2030. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:10(2017)
  19. Gavin, H.P. and Hanson, R.D. (1994), "Electrorheological dampers for structural vibration suppression" , Report No. UMCEE 94-35, Dept. of Civil Engineering and Environmental Engineering, University of Michigan, Ann Arbor, MI.
  20. Gordaninejad, F., Saiidi, M., Hansen, B.C. and Chang, F.-K. (1998), "Magneto-rheological fluid dampers for control of bridges", Proceedings of the Second World Conference on Structural Control, Kyoto, July.
  21. Goto, T. (1983), "Studies on wind-induced motion of tall buildings based on occupants' reactions" , J. Wind. Eng. and Ind., 13.
  22. Hayashida, H. and Iwasa, Y. (1990), "Aerodynamic shape effects on tall building for vortex induced vibration", J. Wind. Eng. and Ind., 33(1-2), 237-242. https://doi.org/10.1016/0167-6105(90)90039-F
  23. Hayashida, H., Mataki, Y. and Iwasa, Y. (1992), "Aerodynamic damping effects of tall building for a vortex induced vibration", J. Wind. Eng. and Ind., 43(3), 1973-1983. https://doi.org/10.1016/0167-6105(92)90621-G
  24. Higashino, M. and Aizawa, S. (1993), "The application of active mass damper system in actual buildings" , International Workshop on Structural Control, Honolulu, Hawaii, 82-93.
  25. Hirai, J., Abiru, H. and Tsuji, E. (1994), "Study on tuned active damper for control tower of Kansai International Airport" , Promotion of Theoretical and Experimental Studies on Vibration Control for Buildings, Special Research Committee on Structural Response Control, AIJ, 123-130.
  26. Hitchcock, P.A. and Kwok, K.C.S. (1993), Vibration control of structures using liquid column vibration absorber" , Asia-Pacific Vibration Conference '93, Kitakyushu.
  27. Honda, S., Kagawa, K., Fujita, K and Hibi, T. (1992), "Damping of wind-induced vibration on medium high buildings", Summaries of Technical Papers in Annual Meeting, AIJ,1093-1094 (in Japanese).
  28. Hori, T. and Nakashima, H. (1998), "Structural design of Shanghai World Financial Center", Proceedings of Structural Engineers World Congress, San Francisco, July.
  29. Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R. E., Soong, T.T., Spencer, B.F. and Yao, J.T.P. (1997), "Structural control: past, present and future" , J. Eng. Mech., 123(9).
  30. ISO (1984). Guidelines for the Evaluation of Response of Occupants of Fixed Structures, Especially Buildings and Off-shore Structures to Low-Frequency Horizontal Motion (0.063 to 1 Hz), ISO6897-1984(E), International Organization for Standardization, Geneva.
  31. IrWin, A. (1981), "Perception, comfort and performance criteria for human beings exposed to whole body pure yaw vibration and vibration containing yaw and translational components", J. Sound. Vib., 76(4).
  32. IrWin, A. (1986), "Motion in tall buildings" , Proceedings of Conference on Tall Buildings, Second Century of the Skyscraper, Chicago.
  33. IrWin, P., Breukelman, B., Williams, C. and Hunter, M. (1998), "Shaping and orienting tall buildings for wind", Proceedings of Structural Engineers World Congress, San Francisco, July.
  34. Isyumov, N. (1993), "Criteria for acceptable wind-induced motions of tall buildings", International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janerio.
  35. Kani, N., Ogura, K., Tsujita, O., Hosozawa, O. and Shinozaki, Y. (1992), "A design method and development of damping amplifier system for passive response controlled structure" , Proceedings of 10th World Conference on Earthquake Engineering, 4165-4170.
  36. Kareem, A. (1983), "Mitigation of wind induced motion of tall buildings", J. Wind. Eng. and Ind., 11(1-3), 273-284. https://doi.org/10.1016/0167-6105(83)90106-X
  37. Kareem, A. (1985), "Lateral torsional motion of tall buildings to wind loads" , Structural Engineering., 111(11), 2479-2496. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:11(2479)
  38. Kareem, A. (1987), "Wind effects on structures: a probabilistic viewpoint" , Probabilistic Engineering Mechanics, 2(4), 166-200. https://doi.org/10.1016/0266-8920(87)90009-9
  39. Kareem, A. (1988a), "Wind-induced response of buildings: a serviceability viewpoint" , Proceedings of National Engineering Conference, American Institute of Steel Construction, Miami Beach, FL.
  40. Kareem, A. (1988b), Aerodynamic loads on buildings: a compendium of measured PSD on a host of building shapes and configurations" , Unpublished Wind Tunnel Study, University of Houston.
  41. Kareem, A. (1990), "Reduction of wind induced motion utilizing a tuned sloshing damper" , J. Wind Eng. and Ind., 36, 725-37. https://doi.org/10.1016/0167-6105(90)90070-S
  42. Kareem, A. (1992), "Serviceability issues and motion control of tall buildings", Proceedings of Structures Congress, San Antonio.
  43. Kareem, A. and Sun, W.-J. (1987), "Stochastic response of structures, Proceedings of the 7th U.S. National Conference on Wind Engineering.
  44. Kareem, A. (1994), "The next generation of tuned liquid dampers", Proceedings of the First World Conference on Structural Control, Los Angeles.
  45. Kareem, A. and Gurley, K. (1996), "Damping in structures: its evaluation and treatment of uncertainty" , J. Wind. Eng. and Ind., 59, 131-157. https://doi.org/10.1016/0167-6105(96)00004-9
  46. Kareem, A., Kabat, S., Hann, F., Jr., Mei, G. and Yalla, S. (1998), "Modeling and control of windinduced response of a TV tower" , Proceedings of Second World Conference on Structural Control, Kyoto, July.
  47. Kareem, A. and Kline, S. (1995), "Performance of multiple mass dampers under random loading", Structural Engineering, 121(2), 348-361. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(348)
  48. Kareem, A. and Sun, W.-J. (1987), "Stochastic response of structure with fluid-containing appendages" , J. Sound. Vib., 119(3), 389-408. https://doi.org/10.1016/0022-460X(87)90405-6
  49. Kareem, A. and Tamura, Y. (1996), "Mitigation of wind-induced motions of tall buildings", Tall Building Structures: A World View, Council on Tall Buildings and Urban Habitat, Lehigh University.
  50. Kareem, A. and Tognarelli, M. (1994), "Passive and hybrid tuned liquid dampers", Structural Engineering Forum, Oct., 26-30.
  51. Kawamura, M., Maebayashi, K. and Shimada, K. (1993), "Application of a tuned mass damper system using laminated rubber bearings to a tower structure (design, test, and recorded vibration during typhoons)" , Proceedings of International Conference on Tall Buildings, Rio de Janerio.
  52. Kazao, Y., Tanaka, M., Yamada, M. and Sakamoto, S. (1992), "Active vibration control of a structure using gyrostabilizers", Proceedings of First International Conference on Motion and Vibration Control, 158-163.
  53. Kihara, H. (1989), "Examples of practicable applications of dampers, (1) Fukuoka Tower" , Struct., Oct., 32 (In Japanese).
  54. Kihara, S., Shibuya, T., Okuzono, T., Takahashi, O. and Miyazaki, M. (1998), "High-rise government office building with viscous damping walls" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  55. Kijewski, T., Kareem, A. and Tamura, Y. (1998), "Overview of methods to mitigate the response of wind-sensitive structures", Proceedings of Structural Engineers World Congress, San Francisco, July.
  56. Kitamura, H., Tamura, Y. and Ohkuma, T. (1995), "Wind resistant design and response control in Japan part III: structural damping and response contror", Proceedings of 5th World Congress Council on Tall Buildings and Urban Habitat, Amsterdam, May.
  57. Kobori, T., Ban, S., Yamada, T., Muramatsu, S., Takenaka, Y., Arita, T. and Tsujimoto, T. (1991), "Earthquake and wind resistant design of Shinjuku Park Tower", Proceedings of the 2nd Conference on Tall Buildings in Seismic Regions, Los Angles.
  58. Koike, Y., Tanida, K., Mutaguchi, M., Murata, T., Imazeki, M., Yamada, T., Kurokawa, Y., Ohrui, S. and Suzuki, Y. (1998), "Application of v-shaped hybrid mass damper to high-rise buildings and verification of damper performance," Proceedings of Structural Engineers World Congress, San Francisco, May.
  59. Konno, T. and Yoshida, M. (1989), "Examples of practical applications of dampers, (4) Higashima Sky Tower" , Struct., Oct., 32 (In Japanese).
  60. Koshika, N., Sakamoto, M., Ikeda, Y. and Kobori, T. (1992), "Control effect of active mass driver system during earthquakes and winds" , MOVIC.
  61. Koss, L.L. and Melbourne, W.H. (1995), "Chain dampers for control of wind-induced vibration of tower and mast structures" , Eng. Struct., 17(9), 622-625. https://doi.org/10.1016/0141-0296(95)00032-3
  62. Kwok, K.C.S. (1995), "Aerodynamics of tall buildings", A State of the Art in Wind Engineering: International Association for Wind Engineering, Ninth International Conference on Wind Engineering, New Delhi, Jan.
  63. Kwok, K.C.S. and Isyumov, N. (1998), "Aerodynamic measures to reduce the wind-induced response of buildings and structures", Proceedings of Structural Engineers World Congress, San Francisco, July.
  64. Kwok, K.C.S. and Samali, B. (1995), "Performance of tuned mass dampers under wind loads", Eng. Struct., 17(9), 655-667. https://doi.org/10.1016/0141-0296(95)00035-6
  65. Maebayashi, K., Tamura, K., Shiba, K., Ogawa, Y. and Inada, Y. (1993), "Performance of a hybrid mass damper system implemented in a tall building", Proceedings of International Workshop on Structural Control, Dec.
  66. Mahmoodi, P. and Keel, C.J. (1986), "Performance of viscoelastic structural dampers for the Columbia Centre Building, Building Motion in Wind" , Building Motion in Wind, ASCE, New York, 83-106.
  67. Mahmoodi, P., Robertson, L.E., Yontar, M., Moy, C. and Feld, L. (1987), "Performance of viscoelastic structural dampers in World Trade Center Towers" , Structures Congress '87, Orlando.
  68. Makris, N., Burton, S., Hill, D. and Jordan, M. (1995), "Analysis and design of an electrorheological damper for seismic protection of structures", Proceedings SPIE Conference on Smart Structures and Materials, 184-194.
  69. Masri, S.F. and Caughey, T.K. (1966), "On the stability of the impact damper", Trans. ASME, Sept., 586-592.
  70. Melbourne, N.H. and Cheung, J.C.K. (1988), "Designing for serviceable accelerations in tall buildings" , 4th International Conference on Tall Buildings, Hong Kong and Shanghai, 148-155.
  71. Melbourne, N.H. and Palmer, T.R. (1992), "Accelerations and comfort criteria for buildings undergoing complex motions" , J. Wind. Eng. and Ind., 41-44, 105-116.
  72. Miyashita, K., Ohkuma, T., Tamura, Y. and Itoh, M. (1993), "Wind-induced response of high-rise buildings: effects of comer cuts or openings in square buildings" , J. Wind. Eng. and Ind., 50, 319- 328. https://doi.org/10.1016/0167-6105(93)90087-5
  73. Miyashita, K., Nakamura, O., Tagaya, K. and Abiru, H. (1995), "Wind tunnel tests and full scale measurements of high-rise building equipped with TAD" , Proceedings of the 5th East Asia-Pacific Conference on Structural Engineering and Construction, 1262-1266.
  74. Miyashita, K., Itoh, M., Fujii, K., Yamashita, J. and Takahashi, J. (1998), "Full-scale measurements of wind-induced responses on the Hamamatsu ACT Tower" , J. Wind Eng. and Ind, 74-76, 943-953. https://doi.org/10.1016/S0167-6105(98)00086-5
  75. Modi, V.J. and Welt, F. (1987), "Vbration control using nutation dampers", International Conference on Flow Induced Vibrations, London, 369-376.
  76. Morishita, S. and Mitsui, J. (1992), "Controllable squeeze film damper (an application of electrorheological fluid)" , Trans. ASME, J. Vibration and Acoustics, 114, 354-357. https://doi.org/10.1115/1.2930269
  77. Morishita, S. and Ura, T. (1993), "ER fluid applications of vibration control devices and an adaptive neural-net controller" , J. Intelligent Material Systems and Structures, 4.
  78. Moritaka, H., Yamaura, N., Tsukitani, T. and Tsuji, H. (1998), "Application of tuned active damper to control tower of Kansai International Airport", Proceedings of Structural Engineers World Congress, San Francisco, July.
  79. Nagase, T. (1998), "Tuned pendulum mass damper using water tank installed in a 36-story hotel building" , Proceedings of Second World Conference on Structural Control, Kyoto, July.
  80. Nagase, T. and Hisatoku, T. (1992), "Tuned pendulum mass damper installed in Crystal Tower" , Journal of the Structural Design of Tall Buildings, 35-56.
  81. Nair, R.S. (1998), "Belt trusses and basements as "virtual" outriggers for tall buildings" , Eng. J., AISC, Fourth Quarter, 35(4), 140-146.
  82. National Geographic Society (1992), The Builders.
  83. Nishimura, H., Yoshida, K. and Shimogo, T. (1988), "An optimal active dynamic absorber for multidegrees-of-freedom systems" , Trans. JSME, Series C, 54(508), 2948-2966 (In Japanese). https://doi.org/10.1299/kikaic.54.2948
  84. Noji, T., Yoshida, H., Tatsumi, E., Kosaka, H. and Hagiuda, H. (1991), "Verification of vibration control effect in actual structure (part 2)", Journal of Structural and Construction Engineering, Transactions of the AIJ,145-152 (in Japanese).
  85. Perry, C. and Fierro, E. (1994), "Seismically upgrading a wells fargo bank", Structural Engineering Forum, Oct., 32-37.
  86. Petersen, N.R. (1980), "Design of large scale tuned mass damper" , Structural Control., Amsterdam, 581-596.
  87. Oh, S.T., Chang, K.C., Lai, M.L. and Nielsen, E.J. (1992), "Seismic response of viscoelastically damped structure under strong earthquake ground motions", Proceedings of the 10th World Conference on Earthquake Engineering, Madrid.
  88. Reed, J.W. (1971), "Wind induced motion and human comfort" , research report 71-42, Massachusetts Institute of Technology.
  89. Reed, W.H., III. (1967), "Hanging-chain impact dampers: a simple method for damping tall flexible structures",International Research Seminar - Wind Effects on Buildings and Structures, Ottawa, 284-321.
  90. Reinhorn, A., Soong, T.T., Helgeson, R.J., Riley, M.A. and Cao, H. (1998), "Analysis, design and implementation of an active mass damper for a communication tower" , Proceedings of the Second World Conference on Structural Control, Kyoto, July.
  91. Sack, R.L. and Patten, W. (1994), "Semi-active hydraulic structural control", Proceedings of International Workshop on Structural Control, USC Publication # CE-9311, 417-431.
  92. Sakai, F., et al. (1989), "Tuned liquid column damper - new type device for suppression of building vibrations" , Proceedings of International Conference on High Rise , Najing, March.
  93. Sakamoto, M. (1993), "Practical applications of active structural response control and earthquake and strong wind observation systems" , Planning Workshop for the Hong Kong International Full-Scale Control Test Facility, Hong Kong University of Science and Technology, December.
  94. Sakamoto, M. and Kobori, T. (1996), "Applications of structural response control (reviews from the past and issues toward the future)", Proceedings of the Second International Workshop on Structural Control, Hong Kong, December.
  95. Sakamoto, M. and Kobori, T, (1993), "Practical applications of active and hybrid response control systems" , International Workshop on Structural Control, Honolulu,
  96. Samali, B, and Kwok, K.C.S. (1995), "Use of viscoelastic dampers in reducing wind- and earthquakeinduced motion of building structures" , Eng, Struct., 17(9), 639-654, https://doi.org/10.1016/0141-0296(95)00034-5
  97. Shimada, K. and Hibi, K. (1995), "Estimation of wind loads for a super-tall building (SSH)", The Structural Design of Tall Buildings, John Wiley and Sons, Ltd., 4, 47-60, https://doi.org/10.1002/tal.4320040106
  98. Shimada, K., Tamura, Y. and Fujii, K. (1989), "Effects of geometrical shape on response of tall building" , J. of Wind Eng., JAWE, 41, 77-78 (in Japanese),
  99. Shimizu, K. and Teramura, A. (1994), "Development of vibration control system using U-shaped tank" , Proceedings of the 1st International Workshop and Seminar on Behavior of Steel Structures in Seismic Areas, Timisoara, Romania, 7.25-7.34.
  100. Soong, T.T, (1990), Active Structural Control, Wiley and Sons, New York,
  101. Soong, T.T, and Dargush, G.F. (1997), Passive Energy Dissipation Systems in Structural Engineering, Wiley and Sons, New York.
  102. Spencer, B,F, Jr, and Sain, M.K. (1997), "Controlling buildings: a new frontier in feedback", IEEE Control Syst. Mag.., 17(6), 19-35, https://doi.org/10.1109/37.642972
  103. Spencer, B,F, Jr., Dyke, S.J, and Sain, M.K. (1996), "Magnetorheological dampers: a new approach to seismic protection of structures" , Proceedings of Conference on Decision and Control, 676-681.
  104. Spencer, B.F., Jr., Yang, G., Carlson, J.D. and Sain, M.K. (1998), "Smart dampers for seismic protection of structures: a full-scale study", Proceedings of the Second World Conference on Structural Control, Kyoto, July.
  105. Stevens, N.G., Sproston, J.L. and Stanway, R. (1984), "Experimental evaluation of simple electroviscous damper", J. Electrost., 20, 167-184,
  106. Sudjic, D. (1993), "Their love keeps lifting us higher", Telegraph Magazine, 15 May, 17-25,
  107. Suzuki, T., Kageyama, M. and Nobata, A. (1994), "Active vibration control system installed in a highrise building" , Obayashi Corporation Technical Report., September.
  108. Symans, M.D. and Constantiou, M.C. (1999), "Semi-active control systems for seismic protection of structures: a state-of-the-art review" , Eng. Struct., 21, 469-487. https://doi.org/10.1016/S0141-0296(97)00225-3
  109. Symans, M.D. and Constantiou, M.C. (1996), "Experimental study of seismic response of structures with semi-active damping control systems", Proceedings of Structures Congress X.IV, Chicago, April.
  110. Takenaka Corp. AMD System in Herbis Osaka, Company brochure.
  111. Tamura, Y. (1997), "Application of damping devices to suppress wind-induced responses of buildings" , Proceedings of the 2nd European and African Conference on Wind Engineering, Palazzo Ducale, Genova, Italy.
  112. Tamura, Y., Fujii, K., Ohtsuki, T. Wakahara, T. and Kohsaka, R,.(1995), "Effectiveness of tuned liquid Dampers Under Wind Excitation" , Eng, Struct., 17(9), 609-621. https://doi.org/10.1016/0141-0296(95)00031-2
  113. Tamura, Y., Fuji, K., Sato, T., Wakahara, T. and Kosugi, M, (1988), "Wind induced vibration of tall towers and practical applications of tuned sloshing dampers" , Proceedings of Symposium/Workshop on Serviceability of Buildings, Ottawa.
  114. Tanida, K., Mutaguchi, M., Koike, Y. and Murata, T. (1994), "Development of v-shaped hybrid mass damper and its application to high-rise buildings", Promotion of Theoretical and Experimental Studies on Vibration Control for Buildings, Special Research Committee on Structural Response Control, Architectural Institute of Japan, 39-50,
  115. Taylor, D.P. and Constantinou, M.C. (1996), "Fluid dampers for applications of seismic energy dissipation and seismic isolation" , Publication of Taylor Devices, Inc.
  116. Teramoto, T., Kitamura, H., Fujita, T., Kamata, Y. and Suizu, Y. (1998), "The dynamic behavior of high-rise building with hybrid mass damper" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  117. Tomoo, S. and Keiji, S. (1998), "Dynamic characteristics of a triangular-plan high-rise building and its active vibration control system" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  118. Wakahara, T., Shimada, K. and Tamura, Y. (1994), "Practical application of tuned liquid damper for tall buildings" , ASCE Structures Congress and IASS International Symposium, Atlanta, April.
  119. Watakabe, M., Chiba, O., Tohdo, M., Ebisawa, H., Hora, H., Fujita, T. and Kamada, T. (1998), "Response control performance of active-passive mass damper applied to slender tall building", Proceedings of the Second World Conference on Structural Control, Kyoto, July.
  120. Wiesner, K. (1979), "Tuned mass dampers to reduce building wind motion" , ASCE Convention and Exposition, Boston, April.
  121. Winds (1988), Official Magazine of Japan Airlines, August, 8.
  122. Yakamoto, M., Higashino, M., Toyama, K. and Aizawa, S. (1998), "Five years of wind and earthquake observation results from a building with active mass dampers" , Proceedings of Structural Engineers World Congress, San Francisco, July.
  123. Yalla, S.K. and Kareem, A. (1998), "Initial triggering and semi-active control strategies for tuned liquid column dampers to suppress wind and seismic response of structures" , Proceedings of the Second World Conference on Structural Control, Kyoto, July.
  124. Yalla, S.K. and Kareem, A. (1999), "Modeling tuned liquid dampers as "sloshing-slamming" dampers" , Proceedings of 10th International Conference on Wind Engineering, Copenhagen, June.
  125. Yamazaki, S., Nagata, N. and Abiru, H. (1992), "Tuned active dampers installed in the Minato Mimi (mm) 21 Landmark Tower in Yokohama", J. Wind. Eng. and Ind., 41-44, 1937-48.
  126. Ying, Z. and Semercigil, S.E. (1991), "Response of a new tuned vibration absorber to an earthquakelike random excitation" , J. Sound. Vib., 150(3), 520-530. https://doi.org/10.1016/0022-460X(91)90904-X
  127. Yokota, H., Okada, K., Kataoka, S., and Ogawa, Y. (1992), "Dynamic characteristics of a high-rise building with visco-elastic dampers, (part1), (part 2)" , Proceedings AIl Annual Meeting, B, 1019-1022.
  128. 3M (1995). Viscoelastic Dampers for Seismic and Wind Applications, 3M Vibration Control, St. Paul.

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  7. A state-of-the-art review of structural control systems vol.21, pp.5, 2015, https://doi.org/10.1177/1077546313478294
  8. Experimental study of across-wind aerodynamic damping of super high-rise buildings with aerodynamically modified square cross-sections vol.23, pp.16, 2014, https://doi.org/10.1002/tal.1137
  9. Numerical predictions of tuned liquid tank structural systems vol.20, pp.3, 2005, https://doi.org/10.1016/j.jfluidstructs.2004.10.003
  10. A design procedure of two-way liquid dampers for attenuation of wind-induced responses of tall buildings vol.129, 2014, https://doi.org/10.1016/j.jweia.2014.03.003
  11. Benchmark problem for human activity identification using floor vibrations vol.62, 2016, https://doi.org/10.1016/j.eswa.2016.06.027
  12. The evaluation of wind-induced vibration responses to a tapered tall building vol.17, pp.3, 2008, https://doi.org/10.1002/tal.371
  13. Smart tuned mass dampers: recent developments vol.13, pp.2, 2014, https://doi.org/10.12989/sss.2014.13.2.173
  14. Numerical simulation of tuned liquid tank- structure systems through σ-transformation based fluid-structure coupled solver vol.23, pp.5, 2016, https://doi.org/10.12989/was.2016.23.5.421
  15. Development of Variable Voltage Sensing for Identification of Dynamic Characteristics of TLCDs vol.28, pp.3, 2015, https://doi.org/10.7734/COSEIK.2015.28.3.275
  16. Minmax optimum design of active control system for earthquake excited structures vol.51, 2012, https://doi.org/10.1016/j.advengsoft.2012.05.001
  17. Wind-tunnel development and trends in applications to civil engineering vol.91, pp.3, 2003, https://doi.org/10.1016/S0167-6105(02)00396-3
  18. Semiactive Tuned Liquid Column Dampers: Experimental Study vol.129, pp.7, 2003, https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(960)
  19. Fuzzy gain-tuning approach for active control system adaptable to physical constraints vol.19, pp.5, 2015, https://doi.org/10.1007/s12205-014-0334-4
  20. Equivalent mechanical model for tuned liquid damper of complex tank geometry coupled to a 2D structure vol.21, pp.1, 2014, https://doi.org/10.1002/stc.1548
  21. Wind-induced vibrations of buildings: role of transient events vol.164, pp.4, 2011, https://doi.org/10.1680/stbu.2011.164.4.273
  22. Semi-active damped outriggers for seismic protection of high-rise buildings vol.11, pp.5, 2013, https://doi.org/10.12989/sss.2013.11.5.435
  23. Effectiveness of Distributed Mass Damper Systems for Lightweight Superstructures vol.28, pp.6, 2014, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000555
  24. Modeling and experimental validation of a new type of tuned liquid damper vol.227, pp.11, 2016, https://doi.org/10.1007/s00707-015-1536-7
  25. Active control of large structures using a bilinear pole-shifting transform with control method vol.30, pp.11, 2008, https://doi.org/10.1016/j.engstruct.2008.05.009
  26. Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures vol.139, pp.12, 2013, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000797
  27. Effects of balanced impact damper in structures subjected to walking and vertical seismic excitations vol.45, pp.1, 2016, https://doi.org/10.1002/eqe.2619
  28. Real-time hybrid simulation of a smart outrigger damping system for high-rise buildings vol.57, 2013, https://doi.org/10.1016/j.engstruct.2013.09.016
  29. Aerodynamic shape optimization of civil structures: A CFD-enabled Kriging-based approach vol.144, 2015, https://doi.org/10.1016/j.jweia.2015.03.011
  30. Investigation of wind load on 1,000 m-high super-tall buildings based on HFFB tests vol.25, pp.2, 2018, https://doi.org/10.1002/stc.2068
  31. Developing Tuned Mass Damper of Adjustable Damping Type to Control the Vibrations of Medical Robots vol.24, pp.9, 2014, https://doi.org/10.5050/KSNVE.2014.24.9.706
  32. Wind response characteristics for habitability of tall buildings in Japan vol.17, pp.3, 2008, https://doi.org/10.1002/tal.373
  33. Extended Kalman filter for modal identification of structures equipped with a pendulum tuned mass damper vol.333, pp.23, 2014, https://doi.org/10.1016/j.jsv.2014.06.030
  34. Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter vol.143, pp.9, 2017, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001863
  35. Numerical Investigation on Surge Motion of a Rectangular Floating Body due to Inner Sloshing Phenomena vol.23, pp.7, 2013, https://doi.org/10.5050/KSNVE.2013.23.7.662
  36. Simulation of the Wind Effect on an Ensemble of High-Rise Buildings by means of Multiblock Computational Technologies vol.87, pp.1, 2014, https://doi.org/10.1007/s10891-014-0991-7
  37. Characterization and design of tuned liquid dampers with floating roof considering arbitrary tank cross-sections vol.368, 2016, https://doi.org/10.1016/j.jsv.2016.01.014
  38. Attenuation of tall flexible structures using longitudinal moving mass: Moving finite element method vol.48, pp.9-10, 2017, https://doi.org/10.1177/0957456517728619
  39. Wind and earthquake dynamic responses of fire-exposed steel framed structures vol.78, 2015, https://doi.org/10.1016/j.soildyn.2015.08.005
  40. Seismic Response Control of Adjacent Buildings Using Shared Tuned Mass Damper vol.14, pp.3, 2014, https://doi.org/10.9712/KASS.2014.14.3.075
  41. Multiple Points-In-Time Estimation of Peak Wind Effects on Structures vol.139, pp.3, 2013, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000649
  42. Kinematically excited parametric vibration of a tall building model with a TMD—Part 1: Numerical analyses vol.14, pp.1, 2014, https://doi.org/10.1016/j.acme.2013.09.004
  43. Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers vol.10, pp.3, 2007, https://doi.org/10.12989/was.2007.10.3.233
  44. Structural control and biomechanical tremor suppression: Comparison between different types of passive absorber 2017, https://doi.org/10.1177/1077546316689200
  45. The vibration performance experiment of Tuned Liquid damper and Tuned Liquid Column damper vol.20, pp.6, 2006, https://doi.org/10.1007/BF02915943
  46. Numerical optimization of tuned mass absorbers attached to strongly nonlinear Duffing oscillator vol.19, pp.1, 2014, https://doi.org/10.1016/j.cnsns.2013.06.001
  47. A Family of Efficient Sloshing Liquid Dampers for Suppression of Wind-Induced Instabilities vol.9, pp.3-4, 2003, https://doi.org/10.1177/107754603030773
  48. Wind Loading of Structures: Framework, Phenomena, Tools and Codification vol.12, 2017, https://doi.org/10.1016/j.istruc.2017.09.008
  49. Mechanical energy dissipation induced by sloshing and wave breaking in a fully coupled angular motion system. I. Theoretical formulation and numerical investigation vol.26, pp.3, 2014, https://doi.org/10.1063/1.4869233
  50. Adaptive Compensation for Detuning in Pendulum Tuned Mass Dampers vol.137, pp.2, 2011, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000286
  51. Real-time model predictive control of structures under earthquakes vol.30, pp.7, 2001, https://doi.org/10.1002/eqe.49
  52. Use of TLD and MTLD for control of wind-induced vibration of tall buildings vol.20, pp.9, 2006, https://doi.org/10.1007/BF02915957
  53. Output-only de-tuning assessment of tuned mass dampers vol.3, pp.1, 2013, https://doi.org/10.1007/s13349-012-0031-2
  54. An efficient liquid sloshing damper for control of wind-induced instabilities vol.90, pp.12-15, 2002, https://doi.org/10.1016/S0167-6105(02)00297-0
  55. Sloshing motions in excited tanks vol.196, pp.1, 2004, https://doi.org/10.1016/j.jcp.2003.10.031
  56. Aerodynamic optimization of super-tall buildings and its effectiveness assessment vol.130, 2014, https://doi.org/10.1016/j.jweia.2014.04.004
  57. Time–frequency analysis of structural dynamic characteristics of tall buildings vol.11, pp.8, 2015, https://doi.org/10.1080/15732479.2014.923916
  58. Dynamic simulation of unrestrained interlocking Tuned Liquid Damper blocks vol.144, 2017, https://doi.org/10.1016/j.conbuildmat.2017.03.190
  59. Model Predictive Control of Structures under Earthquakes using Acceleration Feedback vol.128, pp.5, 2002, https://doi.org/10.1061/(ASCE)0733-9399(2002)128:5(574)
  60. Structural Analysis using Equivalent Models of Active Control Devices vol.25, pp.4, 2012, https://doi.org/10.7734/COSEIK.2012.25.4.339
  61. Aerodynamic mitigation of wind-induced uplift forces on low-rise buildings: A comparative study vol.5, 2016, https://doi.org/10.1016/j.jobe.2016.01.007
  62. Wind-induced responses of a tall building with a double-skin façade system vol.168, 2017, https://doi.org/10.1016/j.jweia.2017.05.008
  63. Optimal tuned mass-damper-inerter (TMDI) design for seismically excited MDOF structures with model uncertainties based on reliability criteria vol.25, pp.2, 2018, https://doi.org/10.1002/stc.2082
  64. Optimum design of the tuned mass-damper-inerter for serviceability limit state performance in wind-excited tall buildings vol.199, 2017, https://doi.org/10.1016/j.proeng.2017.09.453
  65. Semi-active tuned liquid column dampers for vibration control of structures vol.23, pp.11, 2001, https://doi.org/10.1016/S0141-0296(01)00047-5
  66. Reducing Acceleration Response of a SDOF Structure with a Bi-Directional Liquid Damper vol.14, 2011, https://doi.org/10.1016/j.proeng.2011.07.155
  67. Efficiency of TLDs with bottom-mounted baffles in suppression of structural responses when subjected to harmonic excitations vol.60, pp.1, 2016, https://doi.org/10.12989/sem.2016.60.1.131
  68. Liquid moment amplitude assessment in sloshing type problems with smooth particle hydrodynamics vol.33, pp.11-12, 2006, https://doi.org/10.1016/j.oceaneng.2005.10.011
  69. Nonlinear simulation of a tuned liquid damper with damping screens using a modal expansion technique vol.26, pp.7-8, 2010, https://doi.org/10.1016/j.jfluidstructs.2010.07.004
  70. Mathematical Model for Design of Mass Dampers for Wind Excited Structures vol.128, pp.9, 2002, https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(979)
  71. Estimation of Structural Modal Parameters under Winds Using a Virtual Dynamic Shaker vol.144, pp.4, 2018, https://doi.org/10.1061/(ASCE)EM.1943-7889.0001423
  72. Pitch motion mitigation of spar-type floating substructure for offshore wind turbine using multilayer tuned liquid damper vol.116, 2016, https://doi.org/10.1016/j.oceaneng.2016.02.036
  73. Wind-induced response control and serviceability improvement of an air traffic control tower vol.28, pp.7, 2006, https://doi.org/10.1016/j.engstruct.2005.11.013
  74. Active displacement control of a wind-exposed mast vol.14, pp.4, 2007, https://doi.org/10.1002/stc.172
  75. Simultaneous energy harvesting and vibration control of structures with tuned mass dampers vol.23, pp.18, 2012, https://doi.org/10.1177/1045389X12462644
  76. Hammerstein–Wiener based reduced-order model for vortex-induced non-linear fluid–structure interaction vol.33, pp.2, 2017, https://doi.org/10.1007/s00366-016-0467-9
  77. Simulation of sloshing motions in fixed and vertically excited containers using a 2-D inviscid σ-transformed finite difference solver vol.18, pp.2, 2003, https://doi.org/10.1016/j.jfluidstructs.2003.07.004
  78. Model Predictive Control of Wind-Excited Building: Benchmark Study vol.130, pp.4, 2004, https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(459)
  79. Optimisation using smoothed particle hydrodynamics with volume-based geometry control vol.56, pp.6, 2017, https://doi.org/10.1007/s00158-017-1729-x
  80. Vibration control in smart coupled beams subjected to pulse excitations vol.380, 2016, https://doi.org/10.1016/j.jsv.2016.05.050
  81. Mitigation of wind-induced motion of Milad Tower by tuned mass damper vol.18, pp.4, 2009, https://doi.org/10.1002/tal.421
  82. Integrated wind-induced response analysis and design optimization of tall steel buildings using Micro-GA vol.20, pp.8, 2011, https://doi.org/10.1002/tal.569
  83. Advances in Smart Technologies in Structural Engineering vol.50, pp.11, 2005, https://doi.org/10.1109/TAC.2005.858631
  84. Enhancing wind performance of tall buildings using corner aerodynamic optimization vol.136, 2017, https://doi.org/10.1016/j.engstruct.2017.01.019
  85. Distributed Tuned Mass Dampers for Multi-Mode Control of Benchmark Building under Seismic Excitations 2017, https://doi.org/10.1080/13632469.2017.1351407
  86. Hybrid Time-Frequency Blind Source Separation Towards Ambient System Identification of Structures vol.27, pp.5, 2012, https://doi.org/10.1111/j.1467-8667.2011.00732.x
  87. Effects of TLCD with maneuverable flaps on vibration control of a SDOF structure vol.52, pp.6, 2017, https://doi.org/10.1007/s11012-016-0473-4
  88. Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers vol.40, pp.2, 2011, https://doi.org/10.1002/eqe.1012
  89. Energy-decomposition analysis for viscous free-surface flows vol.92, pp.5, 2015, https://doi.org/10.1103/PhysRevE.92.053003
  90. An investigation of tuned liquid dampers equipped with damping screens under 2D excitation vol.34, pp.7, 2005, https://doi.org/10.1002/eqe.452
  91. Framework for structural damping predictor models based on stick-slip mechanism for use in wind-resistant design of buildings vol.117, 2013, https://doi.org/10.1016/j.jweia.2013.04.001
  92. An analysis of screen arrangements for a tuned liquid damper vol.34, 2012, https://doi.org/10.1016/j.jfluidstructs.2012.06.001
  93. Data-based hybrid reduced order modeling for vortex-induced nonlinear fluid–structure interaction at low Reynolds numbers vol.44, 2014, https://doi.org/10.1016/j.jfluidstructs.2013.10.012
  94. Wind-induced excitation control of a tall building with tuned mass dampers vol.17, pp.3, 2008, https://doi.org/10.1002/tal.372
  95. Technical Note: Active and Semi-Active Strategies to Control Building Structures Under Large Earthquake Motion vol.19, pp.7, 2015, https://doi.org/10.1080/13632469.2015.1036326
  96. Aerodynamic Mitigation and Shape Optimization of Buildings: Review vol.6, 2016, https://doi.org/10.1016/j.jobe.2016.01.009
  97. Large-scale vibration energy harvesting vol.24, pp.11, 2013, https://doi.org/10.1177/1045389X13486707
  98. Mitigation of human-induced lateral vibrations on footbridges through walkway shaping vol.56, 2013, https://doi.org/10.1016/j.engstruct.2013.04.019
  99. Application of a Translational Tuned Mass Damper Designed by Means of Genetic Algorithms on a Multistory Cross-Laminated Timber Building vol.142, pp.4, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001342
  100. Performance of Tuned Liquid Dampers vol.134, pp.5, 2008, https://doi.org/10.1061/(ASCE)0733-9399(2008)134:5(417)
  101. Numerical investigation on the drag reduction properties of a suction controlled high-rise building vol.11, pp.7, 2010, https://doi.org/10.1631/jzus.A0900593
  102. A simplified model for analysis of high-rise buildings equipped with hysteresis damped outriggers vol.23, pp.15, 2014, https://doi.org/10.1002/tal.1113
  103. State of the Art of Structural Control vol.129, pp.7, 2003, https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845)
  104. Re-tuning tuned mass dampers using ambient vibration measurements vol.19, pp.11, 2010, https://doi.org/10.1088/0964-1726/19/11/115002
  105. Inelastic responses of wind-excited tall buildings: Improved estimation and understanding by statistical linearization approaches vol.159, 2018, https://doi.org/10.1016/j.engstruct.2017.12.041
  106. Fast vision-based wave height measurement for dynamic characterization of tuned liquid column dampers vol.89, 2016, https://doi.org/10.1016/j.measurement.2016.04.030
  107. Attenuation of a linear oscillator using a nonlinear and a semi-active tuned mass damper in series vol.332, pp.1, 2013, https://doi.org/10.1016/j.jsv.2012.07.048
  108. Modal-space reference-model-tracking fuzzy control of earthquake excited structures vol.334, 2015, https://doi.org/10.1016/j.jsv.2014.09.009
  109. Investigations on the performance of a liquid column damper (LCD) with different orifice diameter ratios vol.33, pp.5, 2006, https://doi.org/10.1139/l06-016
  110. Overhead water tank shapes with depth-independent sloshing frequencies for use as TLDs in buildings vol.25, pp.1, 2018, https://doi.org/10.1002/stc.2049
  111. Feedback-feedforward control of offshore platforms under random waves vol.30, pp.2, 2001, https://doi.org/10.1002/1096-9845(200102)30:2<213::AID-EQE5>3.0.CO;2-4
  112. Vibration control study on a supertall building vol.21, pp.1, 2012, https://doi.org/10.1002/tal.618
  113. Validating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program vol.132, pp.10, 2006, https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1509)
  114. Estimating the added effective damping of SDOF systems incorporating multiple dynamic vibration absorbers with nonlinear damping vol.130, 2017, https://doi.org/10.1016/j.engstruct.2016.10.006
  115. Improving aerodynamic performance of tall buildings using Fluid based Aerodynamic Modification vol.133, 2014, https://doi.org/10.1016/j.jweia.2014.08.011
  116. A short note on equal peak design for the pendulum tuned mass dampers vol.231, pp.1, 2017, https://doi.org/10.1177/1464419316652558
  117. Towards smart building structures: adaptive structures in earthquake and wind loading control response – a review vol.5, pp.2, 2013, https://doi.org/10.1080/17508975.2013.778193
  118. Across-wind responses of an aeroelastic tapered tall building vol.96, pp.8-9, 2008, https://doi.org/10.1016/j.jweia.2008.02.038
  119. Liquid sloshing in a horizontally forced vessel with bottom topography vol.64, 2016, https://doi.org/10.1016/j.jfluidstructs.2016.04.007
  120. Assessment of across-wind responses for aerodynamic optimization of tall buildings vol.21, pp.5, 2015, https://doi.org/10.12989/was.2015.21.5.505
  121. Compliant liquid column damper modified by shape memory alloy device for seismic vibration control vol.23, pp.10, 2014, https://doi.org/10.1088/0964-1726/23/10/105009
  122. Equivalent Linearized Mechanical Model for Tuned Liquid Dampers of Arbitrary Tank Shape vol.133, pp.6, 2011, https://doi.org/10.1115/1.4004080
  123. Numerical Investigation on Motion of the Scale Model of a Floating Wind Turbine Using Multilayer TLDs vol.24, pp.8, 2014, https://doi.org/10.5050/KSNVE.2014.24.8.621
  124. Wavelet-neuro-fuzzy control of hybrid building-active tuned mass damper system under seismic excitations vol.19, pp.12, 2013, https://doi.org/10.1177/1077546312450730
  125. Passive and active mass damper control of the response of tall buildings to wind gustiness vol.25, pp.9, 2003, https://doi.org/10.1016/S0141-0296(03)00068-3
  126. Optimum bracing design under wind load by using topology optimization vol.18, pp.5, 2014, https://doi.org/10.12989/was.2014.18.5.497
  127. Aerodynamic Mitigation of Roof and Wall Corner Suctions Using Simple Architectural Elements vol.139, pp.3, 2013, https://doi.org/10.1061/(ASCE)EM.1943-7889.0000505
  128. A Cyber-Based Data-Enabled Virtual Organization for Wind Load Effects on Civil Infrastructures: VORTEX-Winds vol.3, 2017, https://doi.org/10.3389/fbuil.2017.00048
  129. Application of Special Granular Structures for semi-active damping of lateral beam vibrations vol.65, 2014, https://doi.org/10.1016/j.engstruct.2014.01.035
  130. Smoothed particle hydrodynamics (SPH) simulation of a tuned liquid damper vol.48, pp.sup1, 2010, https://doi.org/10.1080/00221686.2010.9641243
  131. Free Vibration Analysis of Frame-Core Tube Structures Attached with Damped Outriggers vol.238, pp.1662-7482, 2012, https://doi.org/10.4028/www.scientific.net/AMM.238.648
  132. Dual-Functional Energy-Harvesting and Vibration Control: Electromagnetic Resonant Shunt Series Tuned Mass Dampers vol.135, pp.5, 2013, https://doi.org/10.1115/1.4024095
  133. Mitigation of Vortex-Induced Vibrations of a Pivoted Circular Cylinder Using an Adaptive Pendulum Tuned-Mass Damper vol.135, pp.11, 2013, https://doi.org/10.1115/1.4025059
  134. Fabrication and Experimentation of a Cantilever Beam Based Piezoelectric Actuator and Sensor for Vibration Energy Harvesting vol.592-594, pp.1662-7482, 2014, https://doi.org/10.4028/www.scientific.net/AMM.592-594.2297
  135. Development and Validation of Finite Element Structure-Tuned Liquid Damper System Models vol.137, pp.11, 2015, https://doi.org/10.1115/1.4030866
  136. An Analytical Study on the Performance of Wind Resistant System Considering Climate Change vol.752-753, pp.1662-7482, 2015, https://doi.org/10.4028/www.scientific.net/AMM.752-753.656
  137. Passive Vibration Control Based on Embedded Acoustic Black Holes vol.138, pp.4, 2016, https://doi.org/10.1115/1.4033263
  138. Optimal Tuning and Experimental Verification of Energy-Harvesting Series Electromagnetic Tuned-Mass Dampers vol.138, pp.6, 2016, https://doi.org/10.1115/1.4034081
  139. Mitigation of Wind-Induced Vibration of a 600m High Skyscraper pp.1793-6764, 2019, https://doi.org/10.1142/S0219455419500159
  140. Seismic Energy Assessment of Buildings with Tuned Vibration Absorbers vol.2018, pp.1875-9203, 2018, https://doi.org/10.1155/2018/2051687
  141. Mitigation of human-induced vertical vibrations of footbridges through crowd flow control pp.15452255, 2018, https://doi.org/10.1002/stc.2266
  142. A semi-active tuned liquid column damper for lateral vibration control of high-rise structures: Theory and experimental verification pp.15452255, 2018, https://doi.org/10.1002/stc.2270
  143. Bidirectional wind response control of 76-story benchmark building using active mass damper with a rotating actuator vol.25, pp.10, 2018, https://doi.org/10.1002/stc.2216
  144. Comparison Between Performance of a Wireless MEMS Sensor and an ICP Sensor in Shaking Table Tests vol.18, pp.4, 2018, https://doi.org/10.9712/KASS.2018.18.4.49
  145. The Role of Belt Wall in Minimizing The Response Due To Wind Load vol.266, pp.2261-236X, 2019, https://doi.org/10.1051/matecconf/201926601009
  146. Frequency-independent hysteretic dampers for mitigating wind-induced vibrations of tall buildings pp.15452255, 2019, https://doi.org/10.1002/stc.2341
  147. Effects of corner cuts and angles of attack on the Strouhal number of rectangular cylinders vol.6, pp.2, 1999, https://doi.org/10.12989/was.2003.6.2.127
  148. 다양한 하중의 진동제어를 위한 준능동 TMD의 이용 vol.10, pp.1, 1999, https://doi.org/10.5000/eesk.2006.10.1.051
  149. 선형 점성 감쇠기가 장착된 인접구조물의 진동제어를 위한 유전자 알고리즘 기반 최적설계 vol.11, pp.1, 2007, https://doi.org/10.5000/eesk.2007.11.1.011
  150. 준능동 TMD를 이용한 메가골조구조물의 진동제어 vol.11, pp.2, 2007, https://doi.org/10.5000/eesk.2007.11.2.057
  151. 건축구조물의 2방향 진동제어를 위한 동조액체질량감쇠기 vol.18, pp.3, 2008, https://doi.org/10.5050/ksnvn.2008.18.3.345
  152. Effects of taper and set-back on wind force and wind-induced response of tall buildings vol.13, pp.6, 1999, https://doi.org/10.12989/was.2010.13.6.499
  153. Reliability of structures with tuned mass dampers under wind-induced motion: a serviceability consideration vol.14, pp.2, 2011, https://doi.org/10.12989/was.2011.14.2.113
  154. Optimal shape of LCVA for vibration control of structures subjected to along wind excitation vol.10, pp.6, 1999, https://doi.org/10.12989/sss.2012.10.6.573
  155. Practical estimation of veering effects on high-rise structures: a database-assisted design approach vol.15, pp.5, 1999, https://doi.org/10.12989/was.2012.15.5.355
  156. Wind-Induced Motion of Tall Buildings: Designing for Occupant Comfort vol.4, pp.1, 2015, https://doi.org/10.21022/ijhrb.2015.4.1.001
  157. Seismic control of structures using sloped bottom tuned liquid dampers vol.64, pp.2, 2017, https://doi.org/10.12989/sem.2017.64.2.233
  158. 빌딩간 연결을 통한 복합제어시스템의 최적설계 vol.32, pp.6, 1999, https://doi.org/10.14346/jkosos.2017.32.6.81
  159. 다중 능동형 동조질량감쇠기가 설치된 고층빌딩의 내진성능 평가 vol.32, pp.6, 2017, https://doi.org/10.14346/jkosos.2017.32.6.89
  160. Softening and hardening tuned mass dampers vol.14, pp.5, 1999, https://doi.org/10.12989/eas.2018.14.5.459
  161. Structural health monitoring of single degree of freedom flexible structure having active mass damper under seismic load vol.3, pp.1, 2018, https://doi.org/10.1007/s41062-018-0139-2
  162. Seismic performance evaluation of steel frame structures equipped with tuned liquid dampers vol.19, pp.8, 1999, https://doi.org/10.1007/s42107-018-0082-8
  163. Technology Leveraging for Infrastructure Asset Management: Challenges and Opportunities vol.5, pp.None, 2019, https://doi.org/10.3389/fbuil.2019.00061
  164. Frequency Domain State Space-Based Mode Decomposition Framework vol.145, pp.7, 1999, https://doi.org/10.1061/(asce)em.1943-7889.0001624
  165. A state space technique for modal identification of coupled structure-tuned mass damper systems from vibration measurement vol.22, pp.9, 2019, https://doi.org/10.1177/1369433219829807
  166. Dynamic Response Control of a Wind-Excited Tall Building with Distributed Multiple Tuned Mass Dampers vol.19, pp.6, 1999, https://doi.org/10.1142/s0219455419500597
  167. Seismic vulnerability of a non-linear building with distributed multiple tuned vibration absorbers vol.15, pp.8, 1999, https://doi.org/10.1080/15732479.2019.1602149
  168. Technological Advances and Trends in Modern High-Rise Buildings vol.9, pp.9, 1999, https://doi.org/10.3390/buildings9090193
  169. Technological Advances in Japan’s High-Rise Buildings vol.18, pp.2, 1999, https://doi.org/10.35784/bud-arch.554
  170. Shape Effects on Aerodynamic and Pedestrian-level Wind Characteristics and Optimization for Tall and Super-Tall Building Design vol.8, pp.4, 1999, https://doi.org/10.21022/ijhrb.2019.8.4.235
  171. Wind-Induced Response Control of High-Rise Buildings Using Inerter-Based Vibration Absorbers vol.9, pp.23, 1999, https://doi.org/10.3390/app9235045
  172. Exploratory study on wind-adaptable design for super-tall buildings vol.29, pp.6, 1999, https://doi.org/10.12989/was.2019.29.6.489
  173. Wind-induced responses and dynamic characteristics of a super-tall building under a typhoon event vol.25, pp.1, 2020, https://doi.org/10.12989/sss.2020.25.1.081
  174. Real-Time Aeroelastic Hybrid Simulation of a Base-Pivoting Building Model in a Wind Tunnel vol.6, pp.None, 2020, https://doi.org/10.3389/fbuil.2020.560672
  175. Numerical and experimental research on actuator forces in toggled active vibration control system (Part I: Numerical) vol.25, pp.2, 2020, https://doi.org/10.12989/sss.2020.25.2.229
  176. Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs vol.30, pp.4, 1999, https://doi.org/10.12989/was.2020.30.4.379
  177. Damping estimation using enhanced virtual dynamic shaker: A web‐enabled framework vol.35, pp.8, 1999, https://doi.org/10.1111/mice.12531
  178. Monitoring of a Tall Building Equipped with an Efficient Multiple-Tuned Sloshing Damper System vol.25, pp.3, 1999, https://doi.org/10.1061/(asce)sc.1943-5576.0000481
  179. Performance-based wind design of tall buildings: concepts, frameworks, and opportunities vol.31, pp.2, 2020, https://doi.org/10.12989/was.2020.31.2.103
  180. Parametric optimization of an inerter-based vibration absorber for wind-induced vibration mitigation of a tall building vol.31, pp.3, 2020, https://doi.org/10.12989/was.2020.31.3.241
  181. Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation vol.146, pp.10, 1999, https://doi.org/10.1061/(asce)st.1943-541x.0002746
  182. Optimal structural control of tall buildings using tuned mass dampers via chaotic optimization algorithm vol.28, pp.None, 1999, https://doi.org/10.1016/j.istruc.2020.11.002
  183. Multiple-Surrogate Models for Probabilistic Performance Assessment of Wind-Excited Tall Buildings under Uncertainties vol.6, pp.4, 1999, https://doi.org/10.1061/ajrua6.0001091
  184. Top-Story Softening for Enhanced Mitigation of Vortex Shedding-Induced Vibrations in Wind-Excited Tuned Mass Damper Inerter-Equipped Tall Buildings vol.147, pp.1, 2021, https://doi.org/10.1061/(asce)st.1943-541x.0002838
  185. Field measurement-based wind-induced response analysis of multi-tower building with tuned mass damper vol.32, pp.2, 1999, https://doi.org/10.12989/was.2021.32.2.143
  186. A shape memory alloy-tuned mass damper inerter system for passive control of linked-SDOF structural systems under seismic excitation vol.494, pp.None, 1999, https://doi.org/10.1016/j.jsv.2020.115893
  187. Wind engineering for high-rise buildings: A review vol.32, pp.3, 1999, https://doi.org/10.12989/was.2021.32.3.249
  188. Pressurized Sand Damper for Earthquake and Wind Engineering: Design, Testing, and Characterization vol.147, pp.4, 1999, https://doi.org/10.1061/(asce)em.1943-7889.0001902
  189. Multi-objective shape optimization of tall buildings considering profitability and multidirectional wind-induced accelerations using CFD, surrogates, and the reduced basis approach vol.32, pp.4, 1999, https://doi.org/10.12989/was.2021.32.4.355
  190. Adaptation of a Deep Liquid-Containing Tank into an Effective Structural Vibration Control Device by a Submerged Cylindrical Pendulum Appendage vol.21, pp.6, 1999, https://doi.org/10.1142/s0219455421500784
  191. LES study of windward-face-mounted-ribs’ effects on flow fields and aerodynamic forces on a square cylinder vol.200, pp.None, 2021, https://doi.org/10.1016/j.buildenv.2021.107950
  192. Tuned Sloshing Dampers in Tall Buildings: A Practical Performance-Based Design Approach vol.26, pp.3, 1999, https://doi.org/10.1061/(asce)sc.1943-5576.0000582
  193. An equivalent mechanical model with nonlinear damping for sloshing rectangular tank with porous media vol.242, pp.None, 1999, https://doi.org/10.1016/j.oceaneng.2021.110145
  194. Multipoint Wave Measurement in Tuned Liquid Damper Using Laser Doppler Vibrometer and Stepwise Rotating Galvanometer Scanner vol.21, pp.24, 1999, https://doi.org/10.3390/s21248211
  195. Reduction of wind loads on rectangular tall buildings with different taper ratios vol.45, pp.None, 2022, https://doi.org/10.1016/j.jobe.2021.103588
  196. Control performance of active tuned mass damper for mitigating wind-induced vibrations of a 600-m-tall skyscraper vol.45, pp.None, 1999, https://doi.org/10.1016/j.jobe.2021.103646
  197. Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation vol.148, pp.3, 1999, https://doi.org/10.1061/(asce)st.1943-541x.0003282