Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force – bending moment interaction-Reference-Cited by-同舟云学术

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Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force – bending moment interaction

Published:2016-11 Issue: Volume:127 Page:402-415
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bai Yongtao,Shi Yundong,Deng Kailai

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

Natural Science Foundation of Tianjin, China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Relationship between energy spectra and velocity response spectra;Akiyama;J Struct Constr Eng AIJ,2006

2. Structural response and performance for long period seismic ground motions;Architectural Institute of Japan,2007

3. Architectural Institute of Japan. Recommendations for Stability Design of Steel Structures. AIJ, Japan, revised 2009.

4. AIJ standard for structural calculation of reinforced concrete structures;Architectural Institute of Japan,2010

5. Architectural Institute of Japan. Preliminary reconnaissance report on the 2011 Off the Pacific Coast of Tohoku Earthquake, Japan; 2011.

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