Behavior of Headed Stud Shear Connectors in Composite Beam-Reference-Cited by-同舟云学术

Behavior of Headed Stud Shear Connectors in Composite Beam

Published:2005-01 Issue:1 Volume:131 Page:96-107
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lam Dennis¹²,El-Lobody Ehab¹²

Affiliation:

1. Senior Lecturer, School of Civil Engineering, Univ. of Leeds, Leeds, LS2 9JT, U.K. E-mail: d.lam@leeds.ac.uk

2. PhD Student, School of Civil Engineering, Univ. of Leeds, Leeds, LS2 9JT, 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%290733-9445%282005%29131%3A1%2896%29

Reference11 articles.

1. American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification for structural steel buildings Chicago.

2. British Standards Institution (BSI). (1965). “Composite construction in structural steel and concrete: Simply supported beams in building.” CP 117 Part 5 London.

3. British Standards Institution (BSI). (1990). “Code of practice for design of simple and continuous composite beams.” BS 5950 Part 3: Section 3.1 Structural use of steelwork in building London.

4. British Standards Institution (BSI). (1994). “Design of composite steel and concrete structures. Part 1.1 General rules and rules for buildings (with U.K. National Application Document).” DD ENV 1994-1-1 London EC4.

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