Fragility Assessment Model of Building Structures Using Characteristics of Artificial Aftershock Motions
暂无分享,去创建一个
Hyo Seon Park | Byung Kwan Oh | Se Woon Choi | Sang Wook Park | Sang Wook Park | H. Park | B. Oh | Se Woon Choi
[1] Abbie B. Liel,et al. Effect of ground motion duration on earthquake-induced structural collapse , 2013 .
[2] G. Ghodrati Amiri,et al. Generation of Near‐Field Artificial Ground Motions Compatible with Median‐Predicted Spectra Using PSO‐Based Neural Network and Wavelet Analysis , 2012, Comput. Aided Civ. Infrastructure Eng..
[3] G. Ghodrati Amiri,et al. Wavelet‐Based Method for Generating Nonstationary Artificial Pulse‐Like Near‐Fault Ground Motions , 2014, Comput. Aided Civ. Infrastructure Eng..
[4] Curt B. Haselton,et al. Comparing Seismic Collapse Safety of Modern and Existing Reinforced Concrete Frame Structures in California , 2008 .
[5] John W. van de Lindt,et al. Impact of earthquake ground motion characteristics on collapse risk of post-mainshock buildings considering aftershocks , 2014 .
[6] H. Tajimi,et al. Statistical Method of Determining the Maximum Response of Building Structure During an Earthquake , 1960 .
[7] H Y Kim,et al. STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .
[8] Lorenzo Macorini,et al. Seismic response of steel frames under repeated earthquake ground motions , 2004 .
[9] Abbie B. Liel,et al. Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions , 2008 .
[10] Pierfrancesco Cacciola,et al. Generation of response-spectrum-compatible artificial earthquake accelerograms with random joint time-frequency distributions , 2012 .
[11] Didier Sornette,et al. Båth's law derived from the Gutenberg-Richter law and from aftershock properties , 2003 .
[12] N. Abrahamson,et al. Simplified Frequency Content Estimates of Earthquake Ground Motions , 1998 .
[13] Hojjat Adeli,et al. Recent Efforts in Earthquake Prediction (1990 — 2007) , 2008 .
[14] J. Baker,et al. A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .
[15] Hyo Seon Park,et al. GA‐Based Multi‐Objective Optimization for Retrofit Design on a Multi‐Core PC Cluster , 2015, Comput. Aided Civ. Infrastructure Eng..
[16] J. V. D. Lindt,et al. Collapse Fragility of Steel Structures Subjected to Earthquake Mainshock-Aftershock Sequences , 2014 .
[17] Goodarz Ahmadi,et al. Nonstationary Kanai-Tajimi models for El Centro 1940 and Mexico City 1985 earthquakes , 1990 .
[18] Hojjat Adeli,et al. Evolutionary learning based sustainable strain sensing model for structural health monitoring of high-rise buildings , 2017, Appl. Soft Comput..
[19] Douglas A. Foutch,et al. Performance Evaluation of Damaged Steel Frame Buildings Subjected to Seismic Loads , 2004 .
[20] Reginald DesRoches,et al. Overview of the 2010 Haiti Earthquake , 2011 .
[21] Oral Büyüköztürk,et al. Deep Learning‐Based Crack Damage Detection Using Convolutional Neural Networks , 2017, Comput. Aided Civ. Infrastructure Eng..
[22] George W. Housner,et al. Generation of Artificial Earthquakes , 1964 .
[23] Jorge Ruiz-García,et al. Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences , 2011 .
[24] Hyo Seon Park,et al. Data Parallel Neural Dynamics Model for Integrated Design of Large Steel Structures , 1997 .
[25] Hojjat Adeli,et al. NEEWS: A novel earthquake early warning model using neural dynamic classification and neural dynamic optimization , 2017 .
[26] J. Stewart,et al. Prediction Equations for Significant Duration of Earthquake Ground Motions considering Site and Near-Source Effects , 2006 .
[27] N. Null. Seismic Analysis of Safety-Related Nuclear Structures and Commentary , 2000 .
[28] Yi-Kwei Wen,et al. Vulnerability Function Framework for Consequence-based Engineering , 2004 .
[29] Dae-Han Jun,et al. Seismic response of R/C structures subjected to simulated ground motions compatible with design spectrum , 2013 .
[30] Jack W. Baker,et al. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .
[31] G. N. Bycroft. White Noise Representation of Earthquakes , 1960 .
[32] George D. Hatzigeorgiou,et al. Nonlinear behaviour of RC frames under repeated strong ground motions , 2010 .
[33] Mervyn J. Kowalsky,et al. Estimation of Frequency‐Dependent Strong Motion Duration Via Wavelets and Its Influence on Nonlinear Seismic Response , 2008, Comput. Aided Civ. Infrastructure Eng..
[34] Dimitrios G. Lignos,et al. Sidesway collapse of deteriorating structural systems under seismic excitations , 2008 .
[35] K. C. Stylianidis,et al. Computer-Aided Pre- and Post-Earthquake Assessment of Buildings Involving Database Compilation, GIS Visualization, and Mobile Data Transmission , 2008, Comput. Aided Civ. Infrastructure Eng..
[36] Quanwang Li,et al. Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequences , 2007 .
[37] P. Shi,et al. The 2011 eastern Japan great earthquake disaster: Overview and comments , 2011 .
[38] Hyunhoon Choi,et al. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05 , 2011 .
[39] Hojjat Adeli,et al. Recurrent Neural Network for Approximate Earthquake Time and Location Prediction Using Multiple Seismicity Indicators , 2009, Comput. Aided Civ. Infrastructure Eng..
[40] Curt B. Haselton,et al. Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings , 2007 .
[41] A. Kiureghian,et al. Aleatory or epistemic? Does it matter? , 2009 .
[42] Moshe Zukerman,et al. Multiobjective Path Optimization for Critical Infrastructure Links with Consideration to Seismic Resilience , 2017, Comput. Aided Civ. Infrastructure Eng..
[43] Nicolas Luco,et al. Aftershock collapse vulnerability assessment of reinforced concrete frame structures , 2015 .
[44] Yi-Zhou Lin,et al. Structural Damage Detection with Automatic Feature‐Extraction through Deep Learning , 2017, Comput. Aided Civ. Infrastructure Eng..