과제정보
연구 과제 주관 기관 : National Research Foundation of Korea (NRF)
참고문헌
- Bowles, J.E. (1996), Foundation analysis and design ,5th Ed., McGraw-Hill.
- Chou, J.H., and Ghaboussi, J. (2001), "Genetic algorithm in structural damage detection", Comput. Structures, 79, 1335-1353. https://doi.org/10.1016/S0045-7949(01)00027-X
- Doebling. S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification method", Shock Vib., 30(2), 91-105. https://doi.org/10.1177/058310249803000201
- Franco, L. (1994), "Vertical breakwaters: the Italian experience", Coast. Eng., 22, 3-29. https://doi.org/10.1016/0378-3839(94)90046-9
- Gao, M., Dai, G.Y. and Yang, J.H. (1988), "Dynamic studies on caisson-type breakwaters", Proceedings of the 21st Conference on Coastal Engineering, Torremolinos, Spain.
- Glisic, B., Inaudi, D., Lau, J.M., Mok, Y.C. and Ng, C.T. (2005), "Long-term monitoring of high-rise buildings using long-gage fiber optic sensors", Proceedings of the 7th International Conference on Multi-Purpose High-Rise Towers and Tall Buildings, Dubai, UAM.
- Goda, Y. (1994), "Dynamic response of upright breakwater to impulsive force of breaking waves", Coast. Eng., 22, 135-158. https://doi.org/10.1016/0378-3839(94)90051-5
- Ho, D.D., Lee, P.Y., Nguyen, K.D., Hong, D.S., Lee, S.Y., Kim, J.T., Shin, S.W., Yun, C.B. and Shinozuka, M. (2012), "Solar-powered Multi-scale Sensor Node on Imote2 Platform for Hybrid SHM in Cable-stayed Bridge", Smart Struct. Syst., 9(2), 145-164. https://doi.org/10.12989/sss.2012.9.2.145
- Jang, S.A., Jo, H., Cho, S., Mechitov, K.A., Rice, J.A., Sim, S.H., Jung, H.J., Yun, C.B., Spencer, Jr., B.F., and Agha, G. (2010), "Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation", Smart Struct. Syst., 6(5-6), 439-459. https://doi.org/10.12989/sss.2010.6.5_6.439
- Kim, D.K., Ryu, H.R., Seo, H.R. and Chang, S.K. (2005), "Earthquake response characteristics of port structure according to exciting frequency components of earthquakes (in Korean)", J. Korean Soc. Coast.Ocean Eng., 17(1), 41-46.
- Kim, J.T. and Stubbs, N. (1995), "Damage localization accuracy as a function of model uncertainty in the I-40 bridge over the Rio Grande", Proceedings of the SPIE, San Diego, USA.
- Kim, J.T., and Stubbs, N. (2002), "Improved damage identification method based on modal information", J. Sound Vib., 252(2), 223-238. https://doi.org/10.1006/jsvi.2001.3749
- Kobayashi, M., Tersashi, M. and Takahashi, K. (1987), "Bearing capacity of rubble mound supporting a gravity structure", Report Port Harbor Res. Inst., 26(5), 234-241.
- Koo, K.Y., Lee, J.J., Yun, C.B. and Kim, J.T. (2009), "Damage detection in beam-like structures using deflections obtained by modal flexibility matrices", Adv. Sci. Technol., 56, 483-488.
- Lamberti, A. and Martinelli, L. (1998) "Prototype measurements of the dynamic response of caisson breakwaters" , Proceedings of the 26th ICCE, Copenhagen, Denmark.
- Lee, S.Y., Lee, S.R. and Kim, J.T. (2011), "Vibration-based structural health monitoring of harbor caisson Structure" , Proceedings of the SPIE, USA.
- Lee, S.Y., Nguyen, K.D., Huynh, T.C., Kim, J.T., Yi, J. H. and Han, S.H. (2012), "Vibration-based damage monitoring of harbor caisson structure with damaged foundation-structure interface", Smart Struct. Syst., 10(6), 517-547. https://doi.org/10.12989/sss.2012.10.6.517
- Look, B. (2007), Handbook of geotechnical investigation and design tables, Taylor & Francis.
- Maddrell, R. (2005), "Lessons re-learnt from the failure of marine structures", Proceedings of the International Conference on Coastlines, Structures and Breakwaters, ICE, 139-152.
- Marinski, J.G. and Oumeraci, H. (1992), "Dynamic response of vertical structures to breaking wave Forces - review of the CIS design experience", Proceedings of the 23rd Int. Conf. Coastal Eng., Venice, ASCE, New York.
- Martinelli, L. and Lamberti, A. (2011), "Dynamic response of caisson breakwaters: suggestions for the equivalent static analysis of a single caisson in the array", Coast. Eng., 53, 1-20. https://doi.org/10.1142/S0578563411002240
- Matlab R2012b, Inc. (2012), http://www.matlab.com
- Otte, D., Van de Ponseele, P. and Leuridan, J. (1990), "Operational shapes estimation as a function of dynamic loads", Proceedings of the 8th IMAC, Florida, USA.
- Oumeraci, H. (1994), "Review and analysis of vertical breakwater failures - lessons learned", Coast. Eng., 22, 3-29. https://doi.org/10.1016/0378-3839(94)90046-9
- Oumeraci, H. and Kortenhaus, A. (1994), "Analysis of the dynamic response of caisson breakwaters", Coast. Eng., 22, 159-183. https://doi.org/10.1016/0378-3839(94)90052-3
- Oumeraci, H., Kortenhaus, H., Allsop, W., de Groot, M., Crouch, R., Vrijling, H. and Voortman, H. (2001), Probabilistic design tools for vertical breakwaters, Swets & Zeitlinger B.V., Lisse.
- Pandey, A.K. and Biswas, M. (1994), "Damage detection in structures using changes in flexibility", J. Sound Vib., 169 (1), 3-17. https://doi.org/10.1006/jsvi.1994.1002
- Park, J.H., Kim, J.T., Hong, D.S., Ho, D.D. and Yi, J.H. (2009), "Sequential damage detection approaches for beams using time-modal features and artificial neural networks", J. Sound Vib., 323(1), 451-474. https://doi.org/10.1016/j.jsv.2008.12.023
- Park W.S., Lee, S.R., Lee, S.Y. and Kim, J.T. (2011), "Damage monitoring in foundation-structure interface of harbor caisson using vibration-based autoregressive model", J. Korean Soc. Coast. Ocean Eng., 23( 1), 18-25. https://doi.org/10.9765/KSCOE.2011.23.1.018
- Press, W.H., Flannery, B. P., Teukolsky, S.A. and Vetterling, W.T. (1988), Numerical recipes - the art of scientific computing, Cambridge University Press, Cambridge.
- Richart, F.E., Hall Jr., J.R. andWoods, R.D. (1970), Vibration of soils and foundations, Prentice Hall Inc..
- SAP2000, Inc. (2006), http://www.sap2000.org
- Sekiguchi, H. and Ohmaki, S. (1992), "Overturning of caisson by storm waves", Soild Found., 32(3), 144-155. https://doi.org/10.3208/sandf1972.32.3_144
- Sekiguchi, H. and Kobayashi, S. (1994), "Sliding of caisson on rubble mound by wave force", Proceedings of the 13rd Int. Conf. on Soil Mech. And Found. Eng.., Balkema, Rotterdam, The Netherlands.
- Smirnov, G.N. and Moroz, L.R. (1983), "Oscillations of gravity protective structures of a vertical wall type", IAHR, Proceedings of the 20th Congress, 7, 216-219.
- Sohn, H., Farrar, C.R., Hemez, F.M., Shunk, D.D., Stinemates, D.W. and Nadler, B.R. (2003), A review of structural health monitoring literature: 1996-2001, Los Alamos National Laboratory Report LA-13976-MS.
- Tanimoto, K. and Takahashi, S. (1994), "Design and construction of caisson breakwaters - the Japanese experience", Coas. Eng., 22, 3-29. https://doi.org/10.1016/0378-3839(94)90046-9
- Taro, A., Masaharu, S., Ken-ichiro, S., Takashi, T., Daisuke, T., Geyong-Seon, Y. and Kenya, T. (2012), Investigation of the failure mechanism of kamaishi breakwaters due to tsunami - initial report focusing on hydraulic characteristics, Technical Note of The Port and Airport Research Institute, No. 1251.
- Vink, H.A.Th. (1997), Wave impacts on vertical breakwaters, Master's thesis, Faculty of Civil Engineering, Delft University of Technology, The Netherlands.
- Westergaard, H.M. (1933), "Water pressures on dams during earthquakes", T. Am. Soc., 98(2), 418-432.
- Wilson, E.L. (2004), Static and dynamic analysis of structures, 4th Ed., Berkeley, CA: Computers and Structures, Inc.
- Wong, K.Y. (2004), "Instrumentation and health monitoring of cable-supported bridges", Struct. Health Monit., 11(2), 91-124. https://doi.org/10.1002/stc.33
- Wu, X, Ghaboussi, J. and Garret, J.H., Jr. (1992), "Use of neural networks in detection of structural damage", Comput. Struct., 42(4), 649-659. https://doi.org/10.1016/0045-7949(92)90132-J
- Yamamoto, M., Endo, T., Hasegawa, A. and Tsunakawa, K. (1981), "Random wave tests on a damaged breakwater in Himekawa Harbor, Japan", Coast. Eng., 5, 275-294. https://doi.org/10.1016/0378-3839(81)90019-3
- Yang, Z., Elgamal, A., Abdoun, T. and Lee, C.J. (2001), "A numerical study of lateral spreading behind a caissontype quay wall", Proceedings of the 4th Int. Conf. on Recent Adv. in Geot. Earthq. Eng. and Soil Dyn. and Symp., California, USA.
- Yi, J.H. and Yun, C. B (2004), "Comparative study on modal identification methods using output-only information", Struct. Eng. Mech., 17(3-4), 445-456. https://doi.org/10.12989/sem.2004.17.3_4.445
- Yoon, H.S., Lee, S.Y., Kim, J.T. and Yi, J.H. (2012), "Field implementation of wireless vibration sensing system for monitoring of harbor caisson breakwaters", Int. J. Distrib. Sensor Net., 2012, 1-9.
- Yun, C.B. and Bahng, E.Y. (2000), "Substructural identification using neural networks", Comput. Struct,, 77(1), 41-52. https://doi.org/10.1016/S0045-7949(99)00199-6
피인용 문헌
- Issues in structural health monitoring for fixed-type offshore structures under harsh tidal environments vol.15, pp.2, 2015, https://doi.org/10.12989/sss.2015.15.2.335
- Application of numerical simulation of submersed rock-berm structure under anchor collision for structural health monitoring of submarine power cables vol.15, pp.2, 2015, https://doi.org/10.12989/sss.2015.15.2.299
- Effects of foundation damage and water-level change on vibration modal parameters of gravity-type caisson structure vol.58, pp.2, 2015, https://doi.org/10.1007/s11431-014-5748-1
- Structural identification of cable-stayed bridge under back-to-back typhoons by wireless vibration monitoring vol.88, 2016, https://doi.org/10.1016/j.measurement.2016.03.032
- Structural identification of gravity-type caisson structure via vibration feature analysis vol.15, pp.2, 2015, https://doi.org/10.12989/sss.2015.15.2.259
- Evaluation of Vibration Characteristics of an Existing Harbor Caisson Structure Using Tugboat Impact Tests and Modal Analysis vol.9, pp.11, 2013, https://doi.org/10.1155/2013/806482
- Vibration-based structural identification of caisson-foundation system via in situ measurement and simplified model vol.26, pp.3, 2019, https://doi.org/10.1002/stc.2315
- Quantitative damage identification in tendon anchorage via PZT interface-based impedance monitoring technique vol.20, pp.2, 2013, https://doi.org/10.12989/sss.2017.20.2.181