Local Web Buckling Strength of Coped Steel I Beams-Reference-Cited by-同舟云学术

Local Web Buckling Strength of Coped Steel I Beams

Published:2003-01 Issue:1 Volume:129 Page:3-11
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yam Michael C. H.¹,Lam Angus C. C.²,Iu V. P.³,Cheng J. J. R.⁴

Affiliation:

1. Assistant Professor, Dept. of Building and Real Estate, The Hong Kong Polytechnic Univ., Hung Hum, Kowloon, Hong Kong.

2. Lecturer, Faculty of Science and Technology, Univ. of Macau, P.O. Box 3001, Macau, Hong Kong.

3. Professor, Faculty of Science and Technology, Univ. of Macau, P.O. Box 3001, Macau.

4. C. W. Carry, Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB Canada.

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%282003%29129%3A1%283%29

Reference14 articles.

1. ABAQUS user’s manual version 5.8 . (1997). Hibbit Karlsson and Sorenson Pawtucket R.I.

2. American Society for Testing and Materials (ASTM). (1997). “A370 Standard test methods and definitions for mechanical testing of steel products.” Philadelphia.

3. Behavior of bearing critical double angle beam connections.;Birkemoe P. E.;Eng. J.,1978

4. British Constructional Steelwork Association (BCSA). (1993). Joints in simple construction vol. 1: Design methods 2nd Ed. British Constructional Steelwork Association Limited Westminster London.

5. Design of steel beams with end copes

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