Two-level optimization for a new family of cold-formed steel lipped channel sections against local and distortional buckling-Reference-Cited by-同舟云学术

Two-level optimization for a new family of cold-formed steel lipped channel sections against local and distortional buckling

Published:2016-11 Issue: Volume:108 Page:64-74
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Zhanjie,Leng Jiazhen,Guest James K.,Schafer Benjamin W.

Funder

U.S. National Science Foundation

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Cold-Formed Steel Design;Yu,2010

2. SFIA's Technical Guide for Cold-Formed Steel Framing Products;SFIA,2012

3. AISI S100-12: North American Specification for the Design of Cold-Formed Steel Structural Members;AISI,2012

4. British Standard: Structural use of Steelwork in Building, Part 5, Code of Practice for Design of Cold-Formed Section;B. S. Institution,1998

5. P.1. EuroCode-3, Design of steel structures, Part 1.3: general rules for cold formed thin gauge members and sheeting. European Committee for Standardisation, 2001.

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