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Title

Effect of End Walls in Tall Buildings with Square Plan and Concrete Frames under Wind Load

Year: 1399
COI: NCCE12_385
Language: EnglishView: 162
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Authors

Mehran Akhavan Salmassi - Ph.D. Candidate, seismic geotechnical and high performance concrete research center, department of civil engineering, Semnan branch, Islamic Azad university, Semnan, Iran.
Ali Kheyroddin - Member of Center of Excellence for Engineering and Management of Civil Infrastructures, University of Tehran, Iran, Professor of Structural Engineering, Faculty of Civil Engineering, Semnan University, Iran
Ali Hemmati - Assistant Professor, seismic geotechnical and high performance concrete research center, department of civil engineering, Semnan branch, Islamic Azad university, Semnan, Iran

Abstract:

Lateral loads cause remarkable damage to structures like wind load in tall buildings. Studies have showed more tensions in the end wings of shear walls. In this study, 30-story and 50-story concrete buildings with square plans were modeled; these two models are moment-resisting frame with end wall and moment-resisting frame without end wall. These structures were subjected to wind load by the Etabs 2016 software. The maximum drift decreased by 50% and %36 in 50-story and 30-story buildings, respectively. The maximum displacement declined 47% and 32% in 50-story and 30-story buildings, respectively. Therefore, these ratios indicated suitable performance of end wall under wind load

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Paper COI Code

This Paper COI Code is NCCE12_385. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/1120672/

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Akhavan Salmassi, Mehran and Kheyroddin, Ali and Hemmati, Ali,1399,Effect of End Walls in Tall Buildings with Square Plan and Concrete Frames under Wind Load,12th National Congress of Civil Engineering,Tabriz,https://civilica.com/doc/1120672

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Type of center: Azad University
Paper count: 3,897
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