Seismic fragility analysis of low-rise unreinforced masonry structures

2009 ◽  
Vol 31 (1) ◽  
pp. 125-137 ◽  
Author(s):  
Joonam Park ◽  
Peeranan Towashiraporn ◽  
James I. Craig ◽  
Barry J. Goodno
Keyword(s):  
Unreinforced Masonry ◽  
Fragility Analysis ◽  
Seismic Fragility ◽  
Masonry Structures

Comparison of steel frames with RWS and WFP beam-to-column connections through seismic fragility analysis

2020 ◽  
pp. 136943322097728
Author(s):  
Haoran Yu ◽  
Weibin Li
Keyword(s):  
Limit State ◽  
Pushover Analysis ◽  
Steel Frames ◽  
Fragility Analysis ◽  
Structural Safety ◽  
Seismic Fragility ◽  
Fe Modelling ◽  
Collapse Resistance ◽  
Seismic Collapse ◽  
Probabilistic Seismic Demand

Reduced web section (RWS) connections and welded flange plate (WFP) connections can both effectively improve the seismic performance of a structure by moving plastic hinges to a predetermined location away from the column face. In this paper, two kinds of steel frames—with RWS connections and WFP connections—as well as different frames with welded unreinforced flange connections were studied through seismic fragility analysis. The numerical simulation was conducted by using multiscale FE modelling. Based on the incremental dynamic analysis and pushover analysis methods, probabilistic seismic demand analysis and seismic capability analysis were carried out, respectively. Finally, combined with the above analysis results, probabilistic seismic fragility analysis was conducted on the frame models. The results showed that the RWS connection and WFP connection (without double plates) have little influence on reducing the maximum inter-storey drift ratio under earthquake action. RWS connections slightly reduce the seismic capability in non-collapse stages and improve the seismic collapse resistance of a structure, which exhibits good structural ductility. WFP connections can comprehensively improve the seismic capability of a structure, but the seismic collapse resistance is worse than that of RWS connections when the structure has a large number of storeys. The frame with WFP connections has a lower failure probability at every seismic limit state, while the frame with RWS connections sacrifices some of its structural safety in non-collapse stages to reduce the collapse probability.

scholarly journals Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators

2021 ◽  
Author(s):  
Giuseppe Abbiati ◽  
Marco Broccardo ◽  
Imad Abdallah ◽  
Stefano Marelli ◽  
Fabrizio Paolacci
Keyword(s):  
Ground Motions ◽  
Surrogate Modeling ◽  
Fragility Analysis ◽  
Seismic Fragility

scholarly journals Seismic Fragility Analysis of Monopile Offshore Wind Turbines under Different Operational Conditions

Energies ◽  
2017 ◽  
Vol 10 (7) ◽  
pp. 1037 ◽  
Author(s):  
Renjie Mo ◽  
Haigui Kang ◽  
Miao Li ◽  
Xuanlie Zhao
Keyword(s):  
Wind Turbines ◽  
Offshore Wind ◽  
Fragility Analysis ◽  
Seismic Fragility ◽  
Operational Conditions ◽  
Offshore Wind Turbines

scholarly journals Modelling imperfections in unreinforced masonry structures: Discrete element simulations and scale model experiments of a pavilion vault

2021 ◽  
Vol 228 ◽  
pp. 111499
Author(s):  
Alessandro Dell'Endice ◽  
Antonino Iannuzzo ◽  
Matthew J. DeJong ◽  
Tom Van Mele ◽  
Philippe Block
Keyword(s):  
Discrete Element ◽  
Unreinforced Masonry ◽  
Scale Model ◽  
Masonry Structures ◽  
Model Experiments ◽  
Discrete Element Simulations
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