Ultimate Shear-Out Capacities of Structural-Steel Bolted Connections-Reference-Cited by-同舟云学术

Ultimate Shear-Out Capacities of Structural-Steel Bolted Connections

Published:2015-06 Issue:6 Volume:141 Page:04014152
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Teh Lip H.¹,Uz Mehmet E.²

Affiliation:

1. Senior Lecturer, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2500, Australia (corresponding author).

2. Research Associate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2500, 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%29ST.1943-541X.0001105

Reference28 articles.

1. Aalberg A. and Larsen P. K. (2001). “Bearing strength of bolted connections in high strength steel.” Proc. 9th Nordic Steel Construction Conf. Helsinki Finland 859–866.

2. Aalberg A. and Larsen P. K. (2002). “The effect of steel strength and ductility on bearing failure of bolted connections.” Proc. 3rd European Conf. Steel Structures Coimbra Portugal 869–878.

3. AISC. (1993). Load and resistance factor design specification for structural steel buildings Chicago.

4. AISC. (1999). Load and resistance factor design specification for structural steel buildings Chicago.

5. AISC. (2010a). “Commentary on the specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

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