Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections-Reference-Cited by-同舟云学术

Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections

Published:2019-07 Issue:7 Volume:145 Page:04019048
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Davaran Ali¹,Béland Thierry²,Tremblay Robert³

Affiliation:

1. Structural Engineering Researcher, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7 (corresponding author).

2. Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

3. Ph.D. Candidate, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

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.0002320

Reference19 articles.

1. Energy dissipation characteristics of semi-rigid connections

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

3. Beland T. C. Bradley J. Nelson A. Davaran E. M. Hines R. Tremblay and L. A. Fahnestock. 2014. “Experimental behavior of bolted angles and beam-to-column connections.” In Proc. 2014 ASCE Structures Congress edited by G. Bell and M. Card 2405–2416. Reston VA: ASCE.

4. Refined 3D finite element modeling of partially-restrained connections including slip

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