Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections-Reference-Cited by-同舟云学术

Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections

Published:2020-08 Issue:8 Volume:146 Page:04020164
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Béland Thierry¹^ORCID,Tremblay Robert²,Hines Eric M.³,Fahnestock Larry A.⁴^ORCID

Affiliation:

1. Ph.D. Graduate, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, 2500, Chemin de Polytechnique, Montreal, QC, Canada H3T 1J4 (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, 2500, Chemin de Polytechnique, Montreal, QC, Canada H3T 1J4.

3. Professor of the Practice, Civil and Environmental Engineering Dept., Tufts Univ., 474 Boston Ave., Medford, MA 02155.

4. Professor, Civil and Environmental Engineering Dept., Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. ORCID: .

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.0002685

Reference46 articles.

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

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

3. Stability of damaged steel moment frames in Los Angeles

4. Azizinamini A. 1982. “Monotonic response of semi-rigid steel beam to column connections.” M.S. dissertation Dept. of Civil Engineering Univ. of South Carolina.

5. Azizinamini A. 1985. “Cyclic characteristics of bolted semi-rigid steel beam to column connections.” Ph.D. thesis Dept. of Civil Engineering Univ. of South Carolina.

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