Behaviour of concrete-filled stainless steel tubular X-joints subjected to compression-Reference-Cited by-同舟云学术

Behaviour of concrete-filled stainless steel tubular X-joints subjected to compression

Published:2009-04 Issue:4 Volume:47 Page:365-374
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Feng Ran,Young Ben

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Packer JA, Fear CE. Concrete-filled rectangular hollow section X and T connections. In: Proceedings of the fourth international symposium on tubular structures, 1991. p. 382–91.

2. Concrete-filled HSS connections;Packer;J Struct Eng ASCE,1995

3. Design guide for rectangular hollow section (RHS) joints under predominantly static loading;Packer,1992

4. Tests of cold-formed stainless steel tubular flexural members;Zhou;Thin-Walled Struct,2005

5. American Welding Society (AWS). Structural welding code-steel. AWS D1.1/1.1M, Miami, USA, 2004.

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