Response modification factor of high strength steel frame with D-eccentric brace using improved pushover analysis method

Author:

Shen LI,Yuting Gao,Hongchen Wang,Ningjun Du,jianbo Tian

Funder

Key Research and Development Projects of Shaanxi Province

Natural Science Basic Research Program of Shaanxi Province

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. Seismic response modification factor for steel slit panel-frames;Aliakbari;Eng Struct,2019

2. Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950;Balendra;J Struct Eng,2003

3. CSI (2010), SAP2000: Integrated Software for Structural Analysis & Design, Version 14.2.4-Analysis Reference Manual, Computers and Structures, Inc., Berkeley, USA.

4. Dual steel eccentrically braced frames designed according to Eurocode 8;Costanzo;Ingegneria Sismica,2022

5. D'Aniello, M., Della Corte, G., Mazzolani, F.M. (2006). Seismic upgrading of RC buildings by steel eccentric braces: Experimental results vs numerical modeling. Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa, 809-814.

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