Experimental and Numerical Investigation of the Tensile Behavior of Blind-Bolted T-Stub Connections to Concrete-Filled Circular Columns-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of the Tensile Behavior of Blind-Bolted T-Stub Connections to Concrete-Filled Circular Columns

Published:2008-02 Issue:2 Volume:134 Page:198-208
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yao Huang¹²³,Goldsworthy Helen¹²³,Gad Emad¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Parkville, 3010, Australia (corresponding author).

2. Senior Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Parkville, 3010, Australia.

3. Senior Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Parkville, 3010, Australia, and Associate Professor, Swinburne Univ. of Technology, Australia.

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%282008%29134%3A2%28198%29

Reference24 articles.

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2. ANSYS Inc. (2003). User’s manual ANSYS documentation version 8.1 Southpointe Canonsburg Pa.

3. Barnett T. Tizani W. and Nethercot D. A. (2000). “Blind bolted moment resisting connections to structural hollow sections.” Proc. Connections in Steel Structures IV: Steel Connections in the New Millennium AISC Chicago 340–348.

4. Comité Euro-International du Béton (CEB). (1993). CEB-FIP model code 1990 Thomas Telford London 82–86.

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