Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges

Published:2003-07 Issue:7 Volume:129 Page:857-872
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dyke S. J.¹,Caicedo J. M.²,Turan G.³,Bergman L. A.⁴,Hague S.⁵

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Washington Univ., St. Louis, MO 63130 (corresponding author).

2. Graduate Research Assistant and Doctoral Candidate, Dept. of Civil Engineering, Washington Univ., St. Louis, MO 63130.

3. Assistant Professor, Dept. of Civil Engineering, Izmir Institute of Technology, Izmir, Turkey; formerly, Doctoral Student, Dept. of Civil Engineering, Univ. of Illinois, Urbana, IL 61801.

4. Professor, Dept. of Aeronautical Engineering, Univ. of Illinois, Urbana, IL 61801.

5. Associate Vice President, HNTB Corporation, 715 Kirk Drive, Kansas City, MO 64105.

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%282003%29129%3A7%28857%29

Reference23 articles.

1. ABAQUS (1998). Hibbitt Karlsson and Sorensen Inc. Pawtucket R.I.

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3. Bleich F. (1952). Bucking strength of metal structures McGraw-Hill New York.

4. Caicedo J. M. Dyke S. J. Turan G. and Bergman L. A. (2000). “Comparison of modeling techniques for dynamic analysis of a cable-stayed bridge.” Proc. Engineering Mechanics Conf. ASCE Austin Tex. May 21–23.

5. ‘The Benchmark Problem’

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