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Title

Seismic performance assessment of Strong-back braced frames at collapse level

سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی سازه و مدیریت ساخت
Year: 1398
COI: SECM03_145
Language: EnglishView: 275
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Authors

Mohammadreza Salek Faramarzi - MSc Student, Amirkabir university of technology, Tehran, Iran
Touraj Taghikhany - Associate Professor, Amirkabir university of technology, Tehran, Iran

Abstract:

In prescriptive seismic design codes, quantification of seismic performance factors (R, Ω, Cd) for new structural systems is decisive step. One of the recent introduced structural bracing systems is called Strong-Back System (SBS), which is a hybrid of a conventional inelastic system and an essentially elastic steel truss designed to distribute demands uniformly. The purpose of this study is to evaluate these factors for SBS. To this end, series of nonlinear static and dynamic analyses are conducted and the derived parameters are compared with the accepted values proposed by FEMA-P695. The results indicated that R=6 can be appropriate value for SBS

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Paper COI Code

This Paper COI Code is SECM03_145. 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/917404/

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Salek Faramarzi, Mohammadreza and Taghikhany, Touraj,1398,Seismic performance assessment of Strong-back braced frames at collapse level,rd International Conference on Applied Researches in Structural Engineering and Construction Management (secm2019),Tehran,https://civilica.com/doc/917404

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Type of center: دانشگاه دولتی
Paper count: 22,256
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