3‐D Nonlinear Seismic Behavior of Cable‐Stayed Bridges

Author:

Abdel‐Ghaffar Ahmed M.,Nazmy Aly S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Abdel‐Ghaffar A. M. and Nazmy A. S. (1986a). “Earthquake resistant analysis of cable‐stayed bridges in eastern and central United States ” EERI Proc. 3rd U.S. Nat. Conf. on Earthquake Engrg .

2. Abdel‐Ghaffar A. M. and Nazmy A. S. (1986b). “Seismic behavior of long span cable‐stayed bridges.” Proc. 3rd ASCE Engrg. Mechanics Specialty Conf. on Dynamic Response of Structures .

3. Abdel‐Ghaffar M. and Nazmy A. S. (1987). “Effects of three‐dimensionality and nonlinearity on the dynamic and seismic behavior of cable‐stayed bridges.” Proc. 4th Structures Cong. 1987; Volume on bridges and transmission line structures ASCE New York N.Y.

4. Abdel‐Ghaffar A. M. Scanlan R. H. and Rubin L. I. (1983). “Earthquake response of long‐span suspension bridges.” Report No. 83‐SM‐13 Dept. of Civil Engineering Princeton University Princeton N.J.

5. Baron F. Arikan M. and Hamati E. (1976). “The effects of seismic disturbances on the Golden Gate Bridge.” Report No. EERL 76–31 University of California Berkeley Calif.

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