CONTENTS
Volume 18, Number 5, 2020
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Seismic performance of high strength steel frames with variable eccentric braces based on PBSD method
Shen Li, Ze-yu Wang, Hong-chao Guo and Xiao-lei Li
pages 527-542.
DOI: 10.12989/eas.2020.18.5.527
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A new equation based on PGA to provide sufficient separation distance between two irregular buildings in plan
Adel Loghmani, Alireza Mortezaei and Ali Hemmati
pages 543-553.
DOI: 10.12989/eas.2020.18.5.543
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The effect of finite element modeling assumptions on collapse capacity of an RC frame building
Saeed Ghaemian, Ziya Muderrisoglu and Ufuk Yazgan
pages 555-565.
DOI: 10.12989/eas.2020.18.5.555
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Computational earthquake performance of plan-irregular shear wall structures subjected to different earthquake shock situations
Yan Cao, Karzan Wakil, Rayed Alyousef, Salim T. Yousif, Kittisak Jermsittiparsert Lanh Si Ho, Hisham Alabduljabbar, Abdulaziz Alaskar, Fahed Alrshoudi and Abdeliazim Mustafa Mohamed
pages 567-580.
DOI: 10.12989/eas.2020.18.5.567
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Seismic analysis of RC tubular columns in air-cooled supporting structure of TPP
Bo Wang, Ke Yang, Huijuan Dai, Guoliang Bai and Chaogang Qin
pages 581-598.
DOI: 10.12989/eas.2020.18.5.581
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Seismic performance of RCS beam-column joints using fiber reinforced concrete
Xuan Huy Nguyen, Dang Dung Le, Quang-Huy Nguyen and Hoang Quan Nguyen
pages 599-607.
DOI: 10.12989/eas.2020.18.5.599
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A displacement-based seismic design procedure for buildings with fluid viscous dampers
Francisco H. Bañuelos-García, Gustavo Ayala and Saúl López
pages 609-623.
DOI: 10.12989/eas.2020.18.5.609
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TMD parameters optimization in different-length suspension bridges using OTLBO algorithm under near and far-field ground motions
Hamed Alizadeh and H.H. Lavasani
pages 625-635.
DOI: 10.12989/eas.2020.18.5.625
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Numerical and experimental study of the nested-eccentric-cylindrical shells damper
Alireza Reisi, Hamid Reza Mirdamadi and Mohammad Ali Rahgozar
pages 637-648.
DOI: 10.12989/eas.2020.18.5.637
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Comparison of seismic progressive collapse distribution in low and mid rise RC buildings due to corner and edge columns removal
Somayyeh Karimiyan
pages 649-665.
DOI: 10.12989/eas.2020.18.5.649