CONTENTS
Volume 22, Number 6, 2022
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Numerical finite element study of a new perforated steel plate shear wall under cyclic loading
Ali Akbar Farrokhi, Sepideh Rahimi, Morteza Hosseinali Beygi and Mohamad Hoseinzadeh
pages 539-548.
DOI: 10.12989/eas.2022.22.6.539
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A quasi-static finite element approach for seismic analysis of tunnels considering tunnel excavation and P-waves
Wusheng Zhao, Kun Zhong, Weizhong Chen and Peiyao Xie
pages 549-559.
DOI: 10.12989/eas.2022.22.6.549
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The use of cost-benefit analysis in performance-based earthquake engineering of steel structures
Hamid RavanshadNia, Hamzeh Shakib, Mokhtar Ansari, and Amir Safiey
pages 561-570.
DOI: 10.12989/eas.2022.22.6.561
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Probability-based prediction of residual displacement for SDOF using nonlinear static analysis
Zhibin Feng and Jinxin Gong
pages 571-584.
DOI: 10.12989/eas.2022.22.6.571
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A new non-iterative procedure to estimate seismic demands of structures
Abdelmounaim Mechaala and Benazouz Chikh
pages 585-595.
DOI: 10.12989/eas.2022.22.6.585
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Experimental analysis of rocking shallow foundation on cohesive sand
S.M. Hadi Moosavian, Abbas Ghalandarzadeh and Abdollah Hosseini
pages 597-608.
DOI: 10.12989/eas.2022.22.6.597
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Empirical seismic fragility rapid prediction probability model of regional group reinforced concrete girder bridges
Si-Qi. Li, Yong-Sheng. Chen, Hong-Bo. Liu, Ke. Du
pages 609-623.
DOI: 10.12989/eas.2022.22.6.609
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Mitigation of seismic pounding between RC twin high-rise buildings with piled raft foundation considering SSI
Ahmed Abdelraheem Farghaly and Denise-Penelope N. Kontoni
pages 625-635.
DOI: 10.12989/eas.2022.22.6.625