Bearing Capacity in Long-Span Tubular Truss Chords-Reference-Cited by-同舟云学术

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Bearing Capacity in Long-Span Tubular Truss Chords

Published:2007-03 Issue:3 Volume:133 Page:356-367
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kozy B.¹²,Earls C. J.¹²

Affiliation:

1. Structural Engineer, HDR, Pittsburgh, Pennsylvania, 15222; and Adjunct Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853.

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%290733-9445%282007%29133%3A3%28356%29

Reference23 articles.

1. Boyle R. and Earls C. J. (2004). “Full-scale testing of tri-chord sign structure connections.” Rep. No. CE/ST 28 Dept. of Civil and Environmental Engineering Univ. of Pittsburgh Pittsburgh.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses;Thin-Walled Structures;2015-09

2. Fatigue analysis of overhead sign support structures;Engineering Structures;2010-06

3. Ultrasonic guided waves for nondestructive evaluation/structural health monitoring of trusses;Measurement Science and Technology;2010-03-03

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