Out-of-Plane Strength Design of Fixed Steel I-Section Arches-Reference-Cited by-同舟云学术

Out-of-Plane Strength Design of Fixed Steel I-Section Arches

Published:2005-04 Issue:4 Volume:131 Page:560-568
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pi Yong-Lin¹²,Bradford Mark Andrew¹²

Affiliation:

1. Senior Research Fellow, School of Civil and Environmental Engineering, UNSW, Sydney, NSW, 2052, Australia.

2. Professor, School of Civil and Environmental Engineering, UNSW, Sydney, NSW, 2052, Australia.

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%282005%29131%3A4%28560%29

Reference23 articles.

1. American Institute of Steel Construction (AISC). (2000). “Load and resistance factor design specification for structural steel buildings.” Chicago.

2. Steel column strength models

3. Strength Design of Steel I-Section Beams Curved in Plan

4. Elastic Flexural-Torsional Buckling of Discretely Restrained Arches

5. British Standards Institution (BSI). (1998). “Structural use of steel in building part 1 code of practice for design in simple and continuous construction: hot-rolled sections.” BS5950 London.

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