Design Strength of Locally Buckling Stub-Lipped Channel Columns-Reference-Cited by-同舟云学术

Design Strength of Locally Buckling Stub-Lipped Channel Columns

Published:2012-11 Issue:11 Volume:138 Page:1291-1299
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kumar M. V. Anil¹,Kalyanaraman V.²

Affiliation:

1. Ph.D. Research Scholar, Structural Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

2. Professor, Structural Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India (corresponding author).

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.0000575

Reference25 articles.

1. ABAQUS . (2007). ABAQUS standard user’s manual Version 6.7 Dassault Systèmes Simulia Providence RI.

2. American Iron and Steel Institute (AISI). (2007). “North American specification for the design of cold-formed steel structural members.” AISI S100–2007 Washington DC.

3. Unified Element and Section Approach to Design of Cold-Formed Steel Structures

4. British Standards Institute. (1987). “Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections ” BS 5950-5 London.

5. European Committee for Standardization (CEN). (2004). “Design of steel structures part 1.3: Supplementary rules for cold-formed members and sheeting.” ENV 1993-1-3 Eurocode 3 Brussels Belgium.

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