Seismic mitigation performance analysis of underground subway station with arc grooved roller bearings
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[1] Xiu-li Du,et al. Validation of a numerical model based on dynamic centrifuge tests and studies on the earthquake damage mechanism of underground frame structures , 2020 .
[2] M. E. El Naggar,et al. Interstory drift ratio associated with performance objectives for shallow‐buried multistory and span subway stations in inhomogeneous soil profiles , 2020, Earthquake Engineering & Structural Dynamics.
[3] Guoxing Chen,et al. Seismic performance of underground subway station with sliding between column and longitudinal beam , 2020, Tunnelling and Underground Space Technology.
[4] Yonglai Zheng,et al. Shaking table test study on the functionality of rubber isolation bearing used in underground structure subjected to earthquakes , 2020 .
[5] Zhiyi Chen,et al. Isolation mechanism of a subway station structure with flexible devices at column ends obtained in shaking-table tests , 2020 .
[6] Xiu-li Du,et al. Numerical analyses of seismic performance of underground and aboveground structures with friction pendulum bearings , 2020 .
[7] Xiu-li Du,et al. Simplified equivalent static methods for seismic analysis of shallow buried rectangular underground structures , 2019, Soil Dynamics and Earthquake Engineering.
[8] Chao Ma,et al. Seismic performance upgrading for underground structures by introducing sliding isolation bearings , 2018 .
[9] Q. Gong,et al. Development of a New Nonlinear Unified Strength Theory for Geomaterials Based on the Characteristic Stress Concept , 2017 .
[10] Wei Chen,et al. Seismic Performance Upgrading for Underground Structures by Introducing Shear Panel Dampers , 2014 .
[11] Paolo Dubini,et al. Numerical Assessment of Frictional Heating in Sliding Bearings for Seismic Isolation , 2014 .
[12] Z. Z. Wang,et al. Seismic damage classification and risk assessment of mountain tunnels with a validation for the 2008 Wenchuan earthquake , 2013 .
[13] M. H. El Naggar,et al. On the performance of SCF in seismic isolation of the interior equipment of buildings , 2007 .
[14] Meng-Hao Tsai,et al. Shaking table tests of a scaled bridge model with rolling-type seismic isolation bearings , 2007 .
[15] Antonio Bobet,et al. Load Transfer Mechanisms between Underground Structure and Surrounding Ground: Evaluation of the Failure of the Daikai Station , 2005 .
[16] Abolhassan Vafai,et al. Response of structures supported on SCF isolation systems , 2003 .
[17] Murat Dicleli,et al. Seismic retrofitting of highway bridges in Illinois using friction pendulum seismic isolation bearings and modeling procedures , 2003 .
[18] Goodarz Ahmadi,et al. Seismic isolation of buildings with sliding concave foundation (SCF) , 2003 .
[19] Birger Schmidt,et al. SEISMIC DESIGN AND ANALYSIS OF UNDERGROUND STRUCTURES , 2001 .
[20] W. L. Wang,et al. ASSESSMENT OF DAMAGE IN MOUNTAIN TUNNELS DUE TO THE TAIWAN CHI-CHI EARTHQUAKE , 2001 .
[21] Jeeho Lee,et al. Plastic-Damage Model for Cyclic Loading of Concrete Structures , 1998 .
[22] Susumu Nakamura,et al. DAMAGE TO DAIKAI SUBWAY STATION OF KOBE RAPID TRANSIT SYSTEM AND ESTIMATION OF ITS REASON DURING THE 1995 HYOGOKEN-NANBU EARTHQUAKE , 1996 .
[23] Tsung-Wu Lin,et al. Base isolation by free rolling rods under basement , 1993 .
[24] Stephen A. Mahin,et al. A Simple Pendulum Technique for Achieving Seismic Isolation , 1990 .
[25] Philippe P. Martin,et al. One-Dimensional Dynamic Ground Response Analyses , 1982 .
[26] J. Lysmer,et al. Finite Element Method Accuracy for Wave Propagation Problems , 1973 .
[27] V. Drnevich,et al. SHEAR MODULUS AND DAMPING IN SOILS: DESIGN EQUATIONS AND CURVES , 1972 .
[28] Hong Hao,et al. Numerical research on seismic response characteristics of shallow buried rectangular underground structure , 2019, Soil Dynamics and Earthquake Engineering.
[29] Tao Lianji,et al. Isolation effect analysis on bidirectional RFPS bearing applied in the metro stations engineering , 2016 .
[30] M. Hamidi. SEISMIC PERFORMANCE OF SCF IN ISOLATION OF STRUCTURES-ASPECTS OF EXPERIMENTAL STUDY , 2015 .
[31] Cai Yan-cheng,et al. Experiments on a New Type of Seismic Isolation Bearing Combined With Teflon Frictional Sliding System and Springs , 2009 .
[32] Xu Ming,et al. A developed dynamic viscoelastic constitutive relations of soil and implemented by ABAQUS software , 2007 .
[33] Zhao Mi,et al. Analysis method for seismic response of arch dams in time domain based on viscous-spring artificial boundary condition , 2006 .
[34] Liu Jing-bo,et al. THREE-DIMENSIONAL VISCO-ELASTIC ARTIFICIAL BOUNDARIES IN TIME DOMAIN FOR WAVE MOTION PROBLEMS , 2005 .
[35] Koichi Maekawa,et al. THE COLLAPSE MECHANISM OF A SUBWAY STATION DURING THE GREAT HANSHIN EARTHQUAKE , 1997 .
[36] N. Yoshida,et al. Damage to Daikai Subway Station , 1996 .
[37] E. Oñate,et al. A plastic-damage model for concrete , 1989 .