Plastic Limit Temperatures of Flexibly Connected Steel Frames: A Linear Programming Problem-Reference-Cited by-同舟云学术

Plastic Limit Temperatures of Flexibly Connected Steel Frames: A Linear Programming Problem

Published:2003-01 Issue:1 Volume:129 Page:79-86
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vimonsatit V.¹,Tan K. H.²,Ting S. K.²

Affiliation:

1. Research Fellow, Nanyang Technological Univ., School of Civil and Structural Engineering, Block N1, #1A-37 Nanyang Ave., Singapore 639798.

2. Associate Professor, Nanyang Technological Univ., School of Civil and Structural Engineering, Block N1, #1A-37 Nanyang Ave., Singapore 639798.

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%2879%29

Reference23 articles.

1. Arora J. S. (1989). Introduction to optimum design McGraw-Hill Singapore 625.

2. Classification System for Beam‐to‐Column Connections

3. British Standards Institution. (1990). “Structural use of steelwork in building part 8: Code of practice for fire resistance design.” BS5950: Part 8 London.

4. Brozzetti J. (1979). “Code-based structural plasticity.” NATO advances study institute Univ. of Waterloo Canada M. Z. Cohn G. Maier and D. E. Grierson eds. Chap. 21 Pergamon New York 551–576.

5. Commission of European Communities. (1995). Design of steel structures: Part 1.2. General rules. Structural fire design. (EC3-1.2) Eurocode 3 Draft ENV 1993-1-2 Brussels Belgium.

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