Transient Wind Loads on Circular Concave Cable Roofs-Reference-Cited by-同舟云学术

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Transient Wind Loads on Circular Concave Cable Roofs

Published:1974-11 Issue:11 Volume:100 Page:2323-2341
ISSN:0044-8001
Container-title:Journal of the Structural Division
language:en
Short-container-title:J. Struct. Div.

Author:

Christiano Paul¹,Seeley Gerald R.²,Stefan Heinz³

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.; formerly, Assoc. Prof. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.

2. Asst. Prof., Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind.; formerly, Teaching Assoc., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.

3. Assoc. Prof., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0003936

Cited by 4 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. Geometrically nonlinear wind-induced responses of prestressed cable-suspended roof;Structures;2021-02

2. Dynamic behavior of a tensegrity system subjected to follower wind loading;Computers & Structures;2003-09

3. Self-excited oscillation of a pretensioned cable roof with single curvature in smoothflow;Journal of Wind Engineering and Industrial Aerodynamics;1990-08

4. On self-excited oscillation of the cable trussed roof with single curvature;Journal of Wind Engineering and Industrial Aerodynamics;1990-03

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