Failure Behavior of a Top and Seat Angle Bolted Steel Connection with Double Web Angles-Reference-Cited by-同舟云学术

Failure Behavior of a Top and Seat Angle Bolted Steel Connection with Double Web Angles

Published:2015-07 Issue:7 Volume:141 Page:04014172
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Abdalla Khairedin M.¹,Drosopoulos Georgios A.²,Stavroulakis Georgios E.³

Affiliation:

1. Dept. of Civil Engineering, Jordan Univ. of Science and Technology, 22110 Irbid, Jordan.

2. Institute of Continuum Mechanics, Leibniz Univ. of Hannover, 30167 Hannover, Germany.

3. Dept. of Production Engineering and Management, Technical Univ. of Crete, 73132 Chania, Greece; and Dept. of Civil Engineering, Technical Univ. of Braunschweig, 38106 Braunschweig, Germany (corresponding author).

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.0001132

Reference19 articles.

1. Expanded database of semi-rigid steel connections

2. Experimental and numerical investigation of the structural response of top and seated angle with double web angle bolted connections

3. Nonlinear Analysis on Prying of Top-and Seat-Angle Connections

4. Moment‐Rotation Functions For Steel Connections

5. Badarneh M. A. (2004). “Unilateral contact problem and prying force in top and seat angle connection with double web angle.” M.S. thesis Jordan Univ. of Science and Technology Irbid Jordan.

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