Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes

Iida, 1996, Damage to Daikai subway station, Soils Found, Spec Issue, 283, 10.3208/sandf.36.Special_283 Chen, 2012, Mechanisms causing seismic damage of tunnels at different depths, Tunn Undergr Space Technol, 28, 31, 10.1016/j.tust.2011.09.001 Debiasi, 2013, On the seismic response of shallow-buried rectangular structures, Tunn Undergr Space Technol, 38, 99, 10.1016/j.tust.2013.04.011 Hashash, 2001, Seismic design and analysis of underground structures, Tunn Undergr Space Technol, 16, 247, 10.1016/S0886-7798(01)00051-7 Huo, 2005, Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai station, J Geotech Geoenviron Eng, 131, 1522, 10.1061/(ASCE)1090-0241(2005)131:12(1522) Wang, 2001, Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake, Tunn Undergr Space Technol, 16, 133, 10.1016/S0886-7798(01)00047-5 Ghasemi, 2000 Wang, 2009, Investigation and assessment on mountain tunnels and geotechnical damage after the Wenchuan earthquake, Sci China Ser E: Technol Sci, 52, 546, 10.1007/s11431-009-0054-z Seylabi EE, Zhang W, Jeong C, Taciroglu E. On dynamic responses of underground box structures. In: Proceedings of the 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III), Vancouver, BC, Canada; 2017. Yamato, 1996, Damage to Daikai subway station of Kobe rapid transit system and estimation of its reason during the 1995 Hyogoken-Nanbu earthquake, Proc Jpn Soc Civil Eng, 537, 303 Bao, 2017, Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground, Tunn Undergr Space Technol, 66, 91, 10.1016/j.tust.2017.04.005 Hassanzadeh, 2018, Experimental and numerical study of the behavior of shallow rectangular tunnels, J Vibroengineering, 20, 1783, 10.21595/jve.2018.19308 Ma, 2017, Developing a 3D elastoplastic constitutive model for soils: a new approach based on the characteristic stress, Comput Geotech, 86, 129, 10.1016/j.compgeo.2017.01.003 Ma, 2017, Experimental study on the Seismic response of subway Station in soft ground, J Earthq Tsunami, 11, 175 Moss, 2013, Scale model shake table testing of an underground tunnel cross section in soft clay, Earthq Spectra, 29, 1413, 10.1193/070611EQS162M Chen, 2018, Effects of layered liquefiable deposits on the seismic response of an underground structure, Soil Dyn Earthq Eng, 113, 124, 10.1016/j.soildyn.2018.05.037 Tsinidis, 2017, Response characteristics of rectangular tunnels in soft soil subjected to transversal ground shaking, Tunn Undergr Space Technol, 62, 1, 10.1016/j.tust.2016.11.003 Wang, 2017, Influence of presence of adjacent surface structure on seismic response of underground structure, Soil Dyn Earthq Eng, 100, 131, 10.1016/j.soildyn.2017.05.031 Wang, 2018, Seismic damage assessment and mechanism analysis of underground powerhouse of the Yingxiuwan Hydropower Station under the Wenchuan earthquake, Soil Dyn Earthq Eng, 113, 112, 10.1016/j.soildyn.2018.05.027 Zhuang, 2015, Seismic responses of a large underground structure in liquefied soils by FEM numerical modeling, Bull Earthq Eng, 13, 3645, 10.1007/s10518-015-9790-6 An, 1997, The collapse mechanism of a subway station during the Great Hanshin earthquake, Cem Concr Compos, 19, 241, 10.1016/S0958-9465(97)00014-0 Brito A, Lopes M. New methodology for the Seismic Design of Large Underground Structures. Proceedings of the 15th World Conference on Earthquake Engineering. Lisbon; 2012. Chen, 2014, Seismic performance upgrading for underground structures by introducing shear panel dampers, Adv Struct Eng, 17, 1343, 10.1260/1369-4332.17.9.1343 Chen, 2016, Shaking table test of a multi-story subway station under pulse-like ground motions, Soil Dyn Earthq Eng, 82, 111, 10.1016/j.soildyn.2015.12.002 Iwatate, 2000, Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake, Proc 12 WCEE, 1 Liu JB, Liu XQ. Pushover Analysis of Daikai Subway Station during the Osaka-Kobe Earthquake in 1995. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17; 2008. Nakamura, 2000, Evaluation of damage mechanism of subway Station based on the difference damage Between two damaged subway stations due to the earthquake, Proc-Jpn Soc Civil Eng, 654, 335 Parra-Montesinos, 2006, Evaluation of soil-structure interaction and structural collapse in Daikai subway station during Kobe earthquake, Acids Struct J, 103, 113 Yashida N, Nakamura S. Damage to Daikai subway station during the 1995 Hyogoken-Nunbu Earthquake and its Investigation. In: Proceedings of the 11th World Conference on Earthquake Engineering; 1996. Huan, 2011, 3D Nonlinear damage analysis of metro-station structures Under Strong Seismic loading, J Beijing Univ Technol, 37, 852 Mikami, 2001, Stiffness Design of Isolation rubber for Center columns of tunnel, Doboku Gakkai Ronbunshu, 682, 415, 10.2208/jscej.2001.682_415 Ma, 2018, Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss, Soil Dyn Earthq Eng, 106, 278, 10.1016/j.soildyn.2017.12.021 Yoshida N, Nakamura S. Damage to Daikai subway station during the 1995 Hyogoken-Nunbu earthquake and ITS investigation. In: Proceedings of the 11th World Conference on Earthquake Engineering. Chuo-ku, Tokyo. Zhuang, 2008, Numerical simulation and analysis of earthquake damages of Daikai metro station caused by Kobe earthquake, Rock Soil Mech, 29, 245 Liang, 2018, SPH-FEM coupled simulation of SSI for conducting seismic analysis on a rectangular underground structure, Bull Earthq Eng Nam, 2006, Seismic analysis of underground reinforced concrete structures considering elasto-plastic interface element with thickness, Eng Struct, 28, 1122, 10.1016/j.engstruct.2005.12.003 Gazetas, 2005, Response of three Athens metro underground structures in the 1999 Parnitha earthquake, Soil Dyn Earthq Eng, 25, 617, 10.1016/j.soildyn.2004.11.006 Liu, 2005, A unified viscous–spring artificial boundary for 3-D static and dynamic applications, Sci China Ser E: Eng Mater Sci, 48, 570, 10.1360/04ye0362 Lu, 2017, Development of a new nonlinear unified strength Theory for Geomaterials based on the characteristic stress concept, Int J Geomech, ASCE, 17, 1, 10.1061/(ASCE)GM.1943-5622.0000729 Ma, 2018, Seismic performance upgrading for underground structures by introducing sliding isolation bearings, Tunn Undergr Space Technol, 74, 1, 10.1016/j.tust.2018.01.007 Bobet, 2008, A practical iterative procedure to estimate seismic-induced deformations of shallow rectangular structures, Can Geotech J, 45, 923, 10.1139/T08-026 Gomes, 2013, Effect of stress disturbance induced by construction on the seismic response of shallow bored tunnels, Comput Geotech, 49, 338, 10.1016/j.compgeo.2012.09.007 GB 50010-GB 52010, 2010 Gustavo, 2006, Evaluation of soil-structure interaction and Structural collapse in Daikai subway Station During Kobe earthquake, Struct J, 103, 113 Lu, 1999, Reinforced concrete scaled columns under cyclic actions, Soil Dyn Earthq Eng, 18, 151, 10.1016/S0267-7261(98)00037-2 Jin, 2016, Mechanical behavior and size effect of moderate high-strength RC columns under monotonic and cyclic axial compression, Eng Struct, 124, 269, 10.1016/j.engstruct.2016.06.030