Effect of Circular Bolt Pattern on Behavior of Extended End-Plate Connection-Reference-Cited by-同舟云学术

Effect of Circular Bolt Pattern on Behavior of Extended End-Plate Connection

Published:2013-11 Issue:11 Volume:139 Page:1833-1841
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kiamanesh Roozbeh¹,Abolmaali Ali²,Razavi Mohammad³

Affiliation:

1. Senior Design Engineer and Drive System Analyst, Bell Helicopter, 600 East Hurst Blvd, Hurst, TX 76053.

2. Professor and Director, Center of Structural Engineering Research and Simulation Laboratory, The Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author).

3. Ph.D. Candidate, Center of Structural Engineering Research and Simulation Laboratory, The Univ. of Texas at Arlington, Arlington, TX 76019.

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.0000765

Reference23 articles.

1. Energy dissipation characteristics of semi-rigid connections

2. Hysteresis behavior of semi-rigid double web angle steel connections

3. Benallal A. Billardon R. and Doghri I. (1988). “An integration algorithm and the corresponding consistent tangent operator for fully coupled elastoplastic and damage equations.” Commun. Appl. Numer. Methods 4(6) 731–740.

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