Single-Angle Compression Members with Both Legs Bolted at the Ends: Design Implications from an Experimental Study-Reference-Cited by-同舟云学术

Single-Angle Compression Members with Both Legs Bolted at the Ends: Design Implications from an Experimental Study

Published:2018-09 Issue:9 Volume:144 Page:06018004
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tian Li¹,Guo Liulu²,Qu Bing³

Affiliation:

1. Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250061, China.

2. Research Assistant, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250061, China.

3. Professor in Residence, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250061, China; Associate Professor, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407 (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.0002158

Reference14 articles.

1. Flexural Buckling of Steel Angles: Experimental Investigation

2. Residual Stress Tests of High-Strength Steel Equal Angles

3. Geometric axis compactness criteria for equal leg angles: horizontal leg compression

4. Galambos T. V. 1991. “Design of axially loaded compressed angles.” In Proc. Annual Technical Session Structural Stability Research Council 353–367. Chicago: AISC.

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