Influence of the Number of Dynamic Analyses on the Accuracy of Structural Response Estimates
暂无分享,去创建一个
[1] R. P. Kennedy,et al. Probabilistic seismic safety study of an existing nuclear power plant , 1980 .
[2] Pierino Lestuzzi,et al. Assessment of the seismic non-linear behavior of ductile wall structures due to synthetic earthquakes , 2007 .
[3] Guido Magenes,et al. DEVELOPMENT OF SEISMIC VULNERABILITY ASSESSMENT METHODOLOGIES OVER THE PAST 30 YEARS , 2006 .
[4] H Y Kim,et al. STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .
[5] N. Draper,et al. Applied Regression Analysis , 1966 .
[6] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[7] Dimitrios G. Lignos,et al. An efficient method for estimating the collapse risk of structures in seismic regions , 2013 .
[8] Jack P. Moehle,et al. A framework methodology for performance-based earthquake engineering , 2004 .
[9] I. Zentner. Numerical computation of fragility curves for NPP equipment , 2010 .
[10] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[11] T. Takeda,et al. Reinforced Concrete response to simulated earthquakes , 1970 .
[12] John Douglas,et al. Vector-valued fragility functions for seismic risk evaluation , 2013, Bulletin of Earthquake Engineering.
[13] Bruce R. Ellingwood,et al. Quantifying and communicating uncertainty in seismic risk assessment , 2009 .
[14] Julian J. Bommer,et al. Numbers of scaled and matched accelerograms required for inelastic dynamic analyses , 2008 .
[15] Susan A. Murphy,et al. Monographs on statistics and applied probability , 1990 .
[16] C. Allin Cornell,et al. Structural Seismic Demand Analysis: Consideration of "Collapse" , 2000 .
[17] Julian J. Bommer,et al. Earthquake Accelerogram Selection and Scaling Procedures for Estimating the Distribution of Drift Response , 2011 .
[18] Ludovic Margerin,et al. Nonstationary Stochastic Simulation of Strong Ground Motion Time Histories Including Natural Variability: Application to the K-Net Japanese Database , 2006 .
[19] S. Otani. Inelastic Analysis of R/C Frame Structures , 1974 .
[20] Robert E. Bachman,et al. Creating Fragility Functions for Performance-Based Earthquake Engineering , 2007 .
[21] Fernando Lopez-Caballero,et al. EFFECT OF THE INELASTIC DYNAMIC SOIL–STRUCTURE INTERACTION ON THE SEISMIC VULNERABILITY ASSESSMENT , 2011 .
[22] H. H. Ku. Notes on the Use of Propagation of Error Formulas , 2010 .
[23] Fumio Yamazaki,et al. A simplified method of constructing fragility curves for highway bridges , 2003 .
[24] C. Allin Cornell,et al. Probabilistic seismic demand analysis of nonlinear structures , 1999 .
[25] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[26] Y. Belmouden,et al. Non-linear seismic behavior of structures with limited hysteretic energy dissipation capacity , 2007 .
[27] Jack W. Baker,et al. Probabilistic structural response assessment using vector‐valued intensity measures , 2007 .
[28] Julian J. Bommer,et al. The Influence of Strong-Motion Duration on the Seismic Response of Masonry Structures , 2004 .
[29] A. Vulpe,et al. Fragility estimation for seismically isolated nuclear structures by high confidence low probability of failure values and bi-linear regression , 1996 .
[30] Robert Tibshirani,et al. An Introduction to the Bootstrap , 1994 .
[31] Masanobu Shinozuka,et al. Development of fragility curves of bridges retrofitted by column jacketing , 2004 .
[32] Jack W. Baker,et al. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .