Fragility analysis of a subway station structure by incremental dynamic analysis
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Tong Liu | Zhiyi Chen | Xiaoyun Shao | Yong Yuan | Yong Yuan | Zhiyi Chen | Tong Liu | X. Shao
[1] E. Oñate,et al. A plastic-damage model for concrete , 1989 .
[2] Jeeho Lee,et al. Plastic-Damage Model for Cyclic Loading of Concrete Structures , 1998 .
[3] C. Allin Cornell,et al. Probabilistic seismic demand analysis of nonlinear structures , 1999 .
[4] Birger Schmidt,et al. SEISMIC DESIGN AND ANALYSIS OF UNDERGROUND STRUCTURES , 2001 .
[5] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[6] Pacific Earthquake. A Technical Framework for Probability-Based Demand and Capacity Factor Design (DCFD) Seismic Formats , 2003 .
[7] Antonio Bobet,et al. Load Transfer Mechanisms between Underground Structure and Surrounding Ground: Evaluation of the Failure of the Daikai Station , 2005 .
[8] A. Bobet,et al. Evaluation of Soil-Structure Interaction and Structural Collapse in Daikai Subway Station During Kobe Earthquake , 2006 .
[9] A. Elnashai,et al. Fundamentals of earthquake engineering , 2008 .
[10] Jinkoo Kim,et al. Fragility analysis of steel moment frames with various seismic connections subjected to sudden loss of a column , 2010 .
[11] Zhiyi Chen,et al. Correlation between ground motion parameters and lining damage indices for mountain tunnels , 2013, Natural Hazards.
[12] Mohammad Alembagheri,et al. Damage assessment of a concrete arch dam through nonlinear incremental dynamic analysis , 2013 .
[13] Wei Chen,et al. Seismic Performance Upgrading for Underground Structures by Introducing Shear Panel Dampers , 2014 .
[14] Jingbo Liu,et al. Pushover analysis of underground structures: Method and application , 2014 .
[15] Roberto Nascimbene,et al. Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons , 2015 .
[16] E. Brunesi,et al. Numerical web-shear strength assessment of precast prestressed hollow core slab units , 2015 .
[17] Nicola Augenti,et al. Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis , 2015 .
[18] Babak Mansouri,et al. Fragility curves for typical steel frames with semi-rigid saddle connections , 2016 .
[19] N. N. Pujari,et al. Seismic fragility analysis of a typical Indian PHWR containment: Comparison of fragility models , 2016 .
[20] Kyriazis Pitilakis,et al. “Time-building specific” seismic vulnerability assessment of a hospital RC building using field monitoring data , 2016 .
[21] Mohammad Alembagheri,et al. Seismic performance evaluation of a jointed arch dam , 2016 .
[22] Rana Roy,et al. Seismic structural fragilities: Proposals for improved methodology per spectral matching of accelerogram , 2016 .