Strengthening T-joints of rectangular hollow steel sections against web buckling under brace axial compression using through-wall bolts-Reference-Cited by-同舟云学术

Strengthening T-joints of rectangular hollow steel sections against web buckling under brace axial compression using through-wall bolts

Published:2012-07 Issue: Volume:56 Page:71-78
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Aguilera Jose,Shaat Amr,Fam Amir

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Choo YS, Li BH, Liew JYR, van der Vegte GJ, Zettlemoyer N. Static strength of T-joints reinforced with doubler or collar plates. Eighth International Symposium on Tubular Structures. Singapore; 1998.

2. Concrete-filled HSS connections;Packer;Journal of Structural Engineering. ASCE,1995

3. Bains S. Investigating into the effects of through bolting on rectangular hollow steel beams in flexure. PhD thesis, UK, University of Sussex; 1983.

4. Improvements in the flexural capacity of rectangular hollow sections by through bolting. Tubular Structures;Bradfield,1994

5. Partially stiffened RHS sections under transverse bearing force;Zhao;Thin-Walled Structures,1999

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