Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model
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Wei-Xin Ren | Wancheng Yuan | Hua-Ping Wan | Min He | Jian Zhong | W. Ren | W. Yuan | H. Wan | J. Zhong | Min He
[1] Hui Li,et al. Seismic response control of a cable‐stayed bridge using negative stiffness dampers , 2011 .
[2] Masanobu Shinozuka,et al. Shape-Memory-Alloy supplemented Lead Rubber Bearing (SMA-LRB) for seismic isolation , 2015 .
[3] Michael H. Scott,et al. Nonlinear Finite-Element Analysis Software Architecture Using Object Composition , 2010, J. Comput. Civ. Eng..
[4] W. Yuan,et al. Near-fault seismic risk assessment of simply supported bridges , 2020 .
[5] R. S. Jangid. Optimum lead–rubber isolation bearings for near-fault motions , 2007 .
[6] Gian Paolo Cimellaro,et al. Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices , 2008 .
[7] Reginald DesRoches,et al. Seismic fragility methodology for highway bridges using a component level approach , 2006 .
[8] Wei-Xin Ren,et al. Statistical Framework for Sensitivity Analysis of Structural Dynamic Characteristics , 2017 .
[9] Seung-Yong Ok,et al. Optimal design of hysteretic dampers connecting adjacent structures using multi-objective genetic algorithm and stochastic linearization method , 2008 .
[10] Michael C. Constantinou,et al. Spherical sliding isolation bearings with adaptive behavior: Theory , 2008 .
[11] Reginald DesRoches,et al. Fractional order intensity measures for probabilistic seismic demand modeling applied to highway bridges , 2012 .
[12] Wei-Xin Ren,et al. Parameter Selection in Finite-Element-Model Updating by Global Sensitivity Analysis Using Gaussian Process Metamodel , 2015 .
[13] Michael C. Constantinou,et al. Spherical sliding isolation bearings with adaptive behavior: Experimental verification , 2008 .
[14] Xiaowei Wang,et al. Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis , 2019, Engineering Structures.
[15] Camillo Nuti,et al. TO RETROFIT OR NOT TO RETROFIT , 2003 .
[16] Bassem O Andrawes,et al. Application of shape memory alloy dampers in the seismic control of cable-stayed bridges , 2009 .
[17] M. Shahria Alam,et al. Seismic Fragility Assessment of Concrete Bridge Pier Reinforced with Superelastic Shape Memory Alloy , 2015 .
[18] R. S. Jangid. Stochastic Response of Bridges Seismically Isolated by Friction Pendulum System , 2008 .
[19] Christian Bucher,et al. Probability-based optimal design of friction-based seismic isolation devices , 2009 .
[20] Jianzhong Li,et al. Performance Test of Energy Dissipation Bearing and Its Application in Seismic Control of a Long-Span Bridge , 2010 .
[21] Li Wu,et al. Seismic assessment of deep water bridges in reservoir considering hydrodynamic effects using endurance time analysis , 2020 .
[22] T. K. Datta,et al. Seismic risk analysis of modified fan type cable stayed bridges , 2006 .
[23] W. Yuan,et al. Optimal Seismic Intensity Measure Selection for Isolated Bridges under Pulse-Like Ground Motions , 2019 .
[24] Reginald DesRoches,et al. Seismic fragility assessment of long-span cable-stayed bridges in China , 2016 .
[25] Reginald DesRoches,et al. Seismic retrofit of simply supported bridges using shape memory alloys , 2002 .
[26] Jong-Su Jeon,et al. Risk assessment for a long-span cable-stayed bridge subjected to multiple support excitations , 2018, Engineering Structures.
[27] Hirokazu Iemura,et al. Optimum Design of Resilient Sliding Isolation System for Seismic Protection of Equipments , 2007 .
[28] Diego Lopez-Garcia,et al. Multi‐objective risk‐informed design of floor isolation systems , 2016 .
[29] Wei Zhang,et al. Seismic Design of a Long-Span Cable-Stayed Bridge with Fluid Viscous Dampers , 2016 .
[30] W. Yuan,et al. Impact of Spatial Variability Parameters on Seismic Fragilities of a Cable-Stayed Bridge Subjected to Differential Support Motions , 2017 .
[31] A. M. Abdel-Ghaffar,et al. Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings , 1995 .
[32] Jong-Su Jeon,et al. Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions , 2019, Journal of Bridge Engineering.
[33] Shirley J. Dyke,et al. Seismic Fragility Relationships of a Cable-Stayed Bridge Equipped with Response Modification Systems , 2014 .
[34] Reginald DesRoches,et al. Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios , 2008 .
[35] Stephen A. Mahin,et al. Achieving reliable seismic performance enhancement using multi‐stage friction pendulum isolators , 2010 .
[36] R. S. Jangid. Optimum friction pendulum system for near-fault motions , 2005 .