Modeling on collapse behaviour of high-rise concrete-filled steel composite frames under over-design seismic excitations-Reference-Cited by-同舟云学术

Modeling on collapse behaviour of high-rise concrete-filled steel composite frames under over-design seismic excitations

Published:2017-04-03 Issue:12 Volume:13 Page:1563-1575
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Bai Yongtao¹,Hu Hongsong²,Wang Jiantao¹,Sun Qing¹

Affiliation:

1. Department of Civil Engineering, Xi’an Jiaotong University, Xi’an, China

2. Disaster Prevention Research Institute (DPRI), Kyoto University, Kyoto, Japan

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

China Postdoctoral Science Foundation Grant

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2017.1303841

Reference29 articles.

1. CONSTITUTIVE MODELS FOR HOLLOW STEEL TUBES AND CONCRETE FILLED STEEL TUBES CONSIDERING THE STRENGTH DETERIORATION

2. Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames

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