참고문헌
- Abdalla, J.A. and Hawileh, R.A. (2013), "Artificial neural network predictions of fatigue life of steel bars based on hysteretic energy", J. Comput. Civil Eng., 27(5), 489-496. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000185.
- Abdel Raheem, S.E. (2006), "Seismic pounding between adjacent building structures", Electronic J. Struct. Eng., 6, 66-74, http://www.ejse.org/Archives/Fulltext/2006/200608. https://doi.org/10.56748/ejse.659
- Anagnostopoulos, S.A. (1988), "Pounding of buildings in series during earthquakes", Earthq. Eng. Struct. Dynam., 16(3), 443-456, https://doi.org/10.1002/eqe.2285.
- Anagnostopoulos, S.A. and Spiliopoulos, K.V. (1992), "An investigation of earthquake induced pounding between adjacent buildings", Earthq. Eng. Struct. Dynam., 21(4), 289-302, https://doi.org/ 10.1002/eqe.4290210402.
- Chau, K.T., Wei, X.X., Guo, X. and Shen, C.Y. (2003), "Experimental and theoretical simulations of seismic poundings between two adjacent structures", Earthq. Eng. Struct. Dynam., 32(4), https://doi.org/10.1002/eqe.231.
- Cole, G., Dhakal, R., Carr, A. and Bull, D. (2012), "3D modelling of building pounding including diaphragm flexibility", Proceedings of the Fifteenth World Conference on Earthquake Engineering, Lisbon, Portugal.
- Crozet, V., Politopoulos, I., Yang, M., Martinez, J. and Erlicher, S. (2017), "Influential structural parameters of pounding between buildings during earthquakes", Procedia Eng., 199, 1092-1097, https://doi.org/10.1016/j.proeng.2017.09.084.
- Far, H. (2019), "Advanced computation methods for soil structure interaction analysis of structures resting on soft soils", J. Geotechnical Eng., 13(4), 352-359, https://doi.org/10.1080/19386362.2017.1354510.
- Fatahi, B. and Tabatabaiefar, H.R. (2014) "Effects of soil plasticity on seismic performance of mid-rise building frames resting on soft soils", Adv. Struct. Eng., 17(10), 1387-1402, https://doi.org/10.1260/1369-4332.17.10.1387.
- Filiatrault, A., Wagner, P. and Cherry, S. (1995), "Analytical prediction of experimental building pounding", Earthq. Eng. Struct. Dynam., 24(8), 1131-1154, https://doi.org/10.1002/eqe.4290240807.
- Guo, A., Cui, L. and Li, H. (2012), "Impact stiffness of the contact-element models for the pounding analysis of highway bridges: experimental evaluation", J. Earthq. Eng., 16(8), 1132-60, https://doi.org/10.1080/13632469.2012.693243.
- Huang, L.J. and Syu, H.J. (2014), "Free vibration and modal analysis of tower crane using SAP2000 and ANSYS", Methods, 10, 12. https://doi.org/10.1027/1614-2241/a000063
- Huwaldt, J. and Steinhorst, S. (2015), "Plot Digitizer (Version 2.6. 8)".
- Jankowski, R. (2005), "Non‐linear viscoelastic modelling of earthquake‐induced structural pounding", Earthq. Eng. Struct. Dynam., 34(6), 595-611. https://doi.org/10.1002/eqe.434.
- Jankowski, R. (2006), "Pounding force response spectrum under earthquake excitation", Eng. Struct., 28(8), 1149-1161. https://doi.org/10.1007/s40999-017-0178-7.
- Jankowski, R. (2008), "Earthquake-induced pounding between equal height buildings with substantially different dynamic properties", Eng. Struct., 30(10), 2818-2829, https://doi.org/10.1080/13632469.2012.693243.
- Jankowski, R. and Mahmoud, S. (2016), "Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes", Bullet. Earthq. Eng., 14(11), 3075-3097. https://doi.org/10.1007/s10518-016-9946-z.
- Jeng, V. and Tzeng, W.L. (2000), "Assessment of seismic pounding hazard for Taipei City", Eng. Struct., 22(5), 459-471, https:// Users/c3147606/Downloads/103820160707.pdf. https://doi.org/10.1016/S0141-0296(98)00123-0
- Kasai, K. and Maison, B.F. (1997), "Building pounding damage during the 1989 Loma Prieta earthquake", Eng. Struct., 19(3), 195-207. https://doi.org/10.1016/S0141-0296(96)00082-X.
- Khatiwada, S. and Chouw, N. (2014), "Limitations in simulation of building pounding in earthquakes", J. Protective Struct., 5(2), 23-50, https://doi.org/10.1260/2041-4196.5.2.123.
- Lankarani, H.M. and Nikravesh, P.E. (1992), "Hertz contact force model with permanent indentation in impact analysis of solids", 18th Annual ASME Design Automation Conference, 391-395.
- Lopez-Almansa, F. and Kharazian, A. (2018), "New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation", Eng. Struct., 175, 284-295. https://doi.org/10.1016/j.engstruct.2018.08.024.
- Mahmoud, S. and Jankowski, R. (2009), "Elastic and inelastic multi-storey buildings under earthquake excitation with the effect of pounding", J. Appl. Sci., 9(18), 3250-3262. https://doi.org/10.3923/jas.2009.3250.3262.
- Mahmoud, S. and Jankowski, R. (2011), "Modified linear viscoelastic model of earthquake-induced structural pounding", Transactions Civil Environ. Eng., 35, 51-62 https://ijstc.shirazu.ac.ir/article_656_8747b85d50471766549f47134b9b4e7f.pdf.
- Maison, B.F. and Kasai, K. (1992), "Dynamics of pounding when two buildings collide", Earthq. Eng. Struct. Dynam., 21(9), 771-86, https://doi.org/10.1007/s11803-015-0024-3.
- Mate, N., Bakre, S. and Jaiswal, O. (2012), "Comparative study of impact simulation models for linear elastic structures in seismic pounding", 15th World Conference on Earthquake Engineering.
- Muthukumar, S. and Desroches, R. (2004), "Evaluation of impact models for seismic pounding", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
- Naderpour, H., Barros, R.C., Khatami, S.M. and Jankowski, R. (2016), "Numerical Study on Pounding between Two Adjacent Buildings under Earthquake Excitation", Shock Vib., 2016, https://doi.org/10.1155/2016/1504783.
- Naserkhaki, S., Abdul Aziz, Fand Pourmohammad, H. (2012), "Parametric study on earthquake induced pounding between adjacent buildings" Struct. Eng. Mech., 43(4), 503-526, https://doi.org/10.12989/sem.2012.43.4.503
- Newmark, N.M. (1959), "A method of computation for structural dynamics", J. Eng. Mech. Division, 85(3), 67-94. https://doi.org/10.1061/JMCEA3.0000098
- Noman, M., Alam, B., Fahad, M., Shahzada, K. and Kamal, M. (2016), "Effects of pounding on adjacent buildings of varying heights during earthquake in Pakistan", Cogent Eng., 3(1), 1225-12878. https://doi.org/10.1080/23311916.2016.1225878.
- Polycarpou, P.C. and Komodromos, P. (2010), "Earthquakeinduced poundings of a seismically isolated building with adjacent structures", Eng. Struct., 32(7), 1937-1951, https://doi.org/10.1016/j.engstruct.2010.03.011.
- Rahimi, S. and Soltani, M. (2017), "Expected extreme value of pounding force between two adjacent buildings", Struct. Eng. Mech., 61(2) 183-192, https://doi.org/10.12989/sem.2017.61.2.183.
- Rahman, A.M., Carr, A.J. and Moss, P.J. (2000), "Structural pounding of adjacent multi-storey structures considering soil flexibility effects", 12th World Conference on Earthquake Engineering, Auckland, New Zealand. January-February.
- CSI (2000), "Integrated software for structural analysis and design", CSI Analysis Reference Manual, Computers and Structures Inc., California, New York, USA.
- Sheikh, M.N, Xiong, J. and Li, W.H. (2012), "Reduction of seismic pounding effects of base-isolated RC highway bridges using MR damper", Struct. Eng. Mech., 41(6), 791-803. https://doi.org/10.12989/sem.2012.41.6.791.
- Tabatabaiefar, H.R. and Clifton, T. (2016) "Significance of Considering Soil-Structure Interaction Effects on Seismic Design of Unbraced Building Frames Resting on Soft", Australian Geomechnics Journal, 51(1), 55-64.
- Tabatabaiefar, H.R., Fatahi, B. and Samali, B. (2012) "Finite difference modelling of soil-structure interaction for seismic design of moment resisting building frames", Australian Geomech. J., 47(3), 113-120.
- Van Mier, J. and Lenos, S. (1991), "Experimental analysis of the load-time histories of concrete to concrete impact", Coastal Eng., 15(1-2), 87-106, https://doi.org/10.1016/0378-3839(91)90043-G.
- Wada, A., Shinozaki, Y. and Nakamura, N. (1984), "Collapse of building with expansion joints through collision caused by earthquake motion", Proceedings of 8th WCEE, 4, 855-63.