Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs-Reference-Cited by-同舟云学术

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Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs

Published:2017-10 Issue: Volume:148 Page:293-311
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Jingfeng,Li Beibei,Wang Donghua,Zhao Chunfeng

Funder

National Natural Science Foundation of China

New Century Excellent Talents in University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference45 articles.

1. Chen WF, Lui EM. Stability design of steel frames. CRC Press Inc., 2000 Corporate Blvd., N. W., Boca Raton, Florida; 1991.

2. The effects of partial shear connection in composite flush end plate joints Part I-experimental study;Loh;J Constr Steel Res,2006

3. Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors;Ataei;Eng Struct,2015

4. Seismic behavior of blind bolted end plate composite joints to CFTST columns;Wang;Thin-Walled Struct,2016

5. Experimental study on rectangular CFT columns with different steel grades and thicknesses;Choi;J Constr Steel Res,2017

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