Design for Block Shear of Coped Beams with a Welded End Connection-Reference-Cited by-同舟云学术

Design for Block Shear of Coped Beams with a Welded End Connection

Published:2011-08 Issue:8 Volume:137 Page:811-821
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yam Michael C. H.¹²³⁴,Grondin Gilbert Y.¹²³⁴,Wei Feng¹²³⁴,Chung K. F.¹²³⁴

Affiliation:

1. Dept. of Building and Real Estate, Hong Kong Polytechnic University, Hong Kong, China (corresponding author).

2. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Alberta, Canada.

3. Dept. of Civil Engineering, Chongqing Univ., Chongqing, China; formerly, Research Associate, Dept. of Building and Real Estate, Hong Kong Polytechnic Univ., Hong Kong, China.

4. Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, 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%29ST.1943-541X.0000343

Reference23 articles.

1. Aalberg A. and Larsen P. K. (2000). “Strength and ductility of bolted connections in normal and high strength steels.” Proc. 7th Int. Symp. on Structural Failure and Plasticity ( IMPLAST 2000 ) X. Zhao and R. L. H. Grzebieta eds Elsevier Sci. New York.

2. ABAQUS Version 6.6 [Computer software]. SIMULIA Providence RI.

3. American Institute of Steel Construction (AISC). (2005). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

4. Architectural Institute of Japan (AIJ). (1990). “Standard for limit state design of steel structures.” Tokyo.

5. Behavior of bearing critical double-angle beam connections;Birkemoe P. C.;Eng. J.,1978

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