Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors-Reference-Cited by-同舟云学术

Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors

Published:2015-11 Issue:11 Volume:141 Page:04015025
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dai X. H.¹,Lam D.²,Saveri E.³

Affiliation:

1. Lecturer, School of Engineering, Univ. of Bradford, Bradford BD7 1DP, U.K.

2. Professor, Chair in Structural Engineering, School of Engineering, Univ. of Bradford, Bradford BD7 1DP, U.K. (corresponding author).

3. Graduate Student, School of Engineering, Univ. of Bradford, Bradford BD7 1DP, U.K.

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%29ST.1943-541X.0001267

Reference16 articles.

1. ABAQUS version 6.12 [Computer software]. Hibbitt Karlsson and Sorensen.

2. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete.” ACI 318-08 Farmington Hills MI.

3. AISC (American Institute of Steel Construction). (2010). “Specification for structural steel buildings.” AISC 360-10 Chicago.

4. British Standards Institution. (2004a). “Design of composite steel and concrete structures: Part 1.1—General rules and rules for buildings.” Eurocode 4 EN1994-1-1 London.

5. British Standards Institution. (2004b). “Design of concrete structures: Part 1.1—General rules and rules for buildings.” Eurocode 2 EN1992-1-1 London.

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