Geometrically Nonlinear Static Behavior of Cable Structures-Reference-Cited by-同舟云学术

Geometrically Nonlinear Static Behavior of Cable Structures

Published:2002-10 Issue:10 Volume:128 Page:1317-1329
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gasparini D.¹,Gautam V.²

Affiliation:

1. Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106.

2. Graduate Student, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106.

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%282002%29128%3A10%281317%29

Reference23 articles.

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2. Birdsall B. (1953). “Cable-stiffened suspension bridge updated.” Eng. News Rec. 32–39.

3. Birdsall B. (1954). “A prophetic design in an out-of-the-way place.” Civ. Eng. 574–575.

4. Bleich F. (1950). “The mathematical theory of vibration of suspension bridges.” U.S. Dept. of Commerce Bureau of Public Roads Washington D.C.

5. Buchholdt H. A. (1985). An introduction to cable roof structures Cambridge University Press Cambridge U.K.

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