Evaluation of Collapse Distribution in Three-Story RC Moment-Resisting Asymmetric Buildings due to Earthquake Loads-Reference-Cited by-同舟云学术

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Evaluation of Collapse Distribution in Three-Story RC Moment-Resisting Asymmetric Buildings due to Earthquake Loads

Published:2017-04-10 Issue:5 Volume:15 Page:809-825
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Karimiyan Somayyeh,S. Moghadam Abdolreza,Husseinzadeh Kashan Ali,Karimiyan Morteza

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-017-0197-4/fulltext.html

Reference47 articles.

1. Ellingwood B (2006) Mitigating risk from abnormal loads and progressive collapse. J Perform Constr Facil 20:315–323

2. Somes NF (1973) Abnormal loading on buildings and progressive collapse. In: Wright RN, Kramer S, Culver CG (eds) Building practices for disaster mitigation. Building Science, series no. 46

3. Burnett EFP (1975) Abnormal loading and building safety, American Concrete Institute. Int Concr Res Inf Portal 48:141–190

4. Khandelwal K, El-Tawil S, Kunnath S, Lew HS (2012) Macromodel-based simulation of progressive collapse, Steel frame structures. J Struct Eng 134(7):1070–1078

5. Bao Y, Kunnath SK, El-Tawil S, Lew H-S (2012) Macromodel-based simulation of progressive collapse, RC frame structures. J Struct Eng 134(7):1079–1091

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1. Study of progressive collapse distribution in reinforced concrete buildings due to simultaneous effects of earthquake loads and edge column removal;Sādhanā;2021-10-22

2. Updating the bearing capacity, stresses, and strain for retrofitting reinforced concrete towers of the cellular and internet system;Mechanics Based Design of Structures and Machines;2020-11-17

3. Comparison of seismic progressive collapse distribution in low and mid rise RC buildings due to corner and edge columns removal;EARTHQ STRUCT;2020

4. Comparison of seismic progressive collapse distribution in low and mid rise RC buildings due to corner and edge columns removal;EARTHQ STRUCT;2020

5. Collapse Distribution Scenario in Seismic Progressive Collapse of RC Buildings Caused by Internal Column Elimination;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2020-02-24

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