Experimental Behavior of Stiffened and Unstiffened End-Plate Connections under Cyclic Loading-Reference-Cited by-同舟云学术

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Experimental Behavior of Stiffened and Unstiffened End-Plate Connections under Cyclic Loading

Published:2006-09 Issue:9 Volume:132 Page:1352-1357
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Guo Bing¹²³,Gu Qiang¹²³,Liu Feng¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shandong Institute of Architecture & Engineering, Jinan 250014, China (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Science and Technology of Suzhou, Suzhou 215011, China.

3. Professor, Dept. of Civil Engineering, Shandong Institute of Architecture and Engineering, Jinan 250014, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A9%281352%29

Reference13 articles.

1. Cyclic loading of end plate moment connections

2. High-strength bolted connections subject to prying;Agerskov H.;J. Struct. Div. ASCE,1976

3. Comparative tests on endplate beam-to-column connections

4. Seismic performance and design of bolted steel moment resisting frames;Astanesh-Als A.;Eng. J.,1999

5. Design resistance of unstiffened column web subject to transverse compression in beam-to-column joints

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