EFFECT OF LATERAL AND ROTATIONAL RESTRAINT FOR ECCENTRIC BRACES ON FLEXURAL-TORSIONAL BUCKLING LOAD WITH WEB DEFORMATION FOR H-SHAPED COMPRESSION MEMBERS-Reference-Cited by-同舟云学术

EFFECT OF LATERAL AND ROTATIONAL RESTRAINT FOR ECCENTRIC BRACES ON FLEXURAL-TORSIONAL BUCKLING LOAD WITH WEB DEFORMATION FOR H-SHAPED COMPRESSION MEMBERS

Published:2009 Issue:637 Volume:74 Page:583-591
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KIMURA Yoshihiro,AMAMOTO Akemi

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference11 articles.

1. 1) 日本建築学会:鋼構造物の座屈に関する諸問題2001 第2章圧縮部材の座屈補剛,2001.11

2. 2) Todd A H, Joseph A Y, Torsional Bracing of Columns, Journal of Structural Engineering, pp.547-555, 1999

3. BUCKLING LOAD AND RIGIDITY OF REQUIRED LATERAL SUPPORT FOR H-SHAPED COMPRESSION MEMBER WITH ECCENTRIC BRACES

4. 4) Hans H. Bleich : Buckling Strength of Metal Structures, McGraw-Hill Book Co., pp.142-147, 1952

5. EFFECT OF WEB DEFORMATION ON BUCKLING LOAD FOR H-SHAPED COMPRESSION MEMBER WITH ECCENTRIC BRACES

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3. EFFECT OF LATERAL-ROTATIONAL RESTRAINT AND STRENGTH FOR CONTINUOUSLY ECCENTRIC BRACES ON BUCKLING STRESS FOR H-SHAPED COMPRESSION MEMBERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2010