Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient-Reference-Cited by-同舟云学术

Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient

Published:2004-10 Issue:10 Volume:130 Page:1620-1628
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bambach M. R.¹,Rasmussen K. J. R.²

Affiliation:

1. Research Fellow, Dept. of Civil Engineering, Sydney Univ., Sydney, NSW 2006, Australia.

2. Professor, Dept. of Civil Engineering, Sydney Univ., Sydney, NSW 2006, 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%282004%29130%3A10%281620%29

Reference19 articles.

1. American Iron and Steel Institute (AISI). (1996). Specification for the design of cold-formed steel structural members Washington D.C.

2. Australian/New Zealand Standard (AS/NZS). (1996). Cold-formed steel structures AS/NZS 4600 Sydney Australia.

3. Bambach M.R. and Rasmussen K.J. R. ( 2002). “Design models for thin-walled sections in bending containing unstiffened elements.” Research Rep. No. R820 Dept. of Civil Engineering Univ. of Sydney Sydney Australia available at 〈http://www.civil.usyd.edu.au/publications/〉.

4. Effective Widths of Unstiffened Elements with Stress Gradient

5. Tests of Unstiffened Plate Elements Under Combined Compression and Bending

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