Simplified Modeling of Bridge Response on Soft Soil to Nonuniform Seismic Excitation

Author:

Mylonakis George12345,Papastamatiou Dimitri12345,Psycharis John12345,Mahmoud Khaled12345

Affiliation:

1. Members, ASCE

2. Asst. Prof., City Univ. of New York, New York, NY 10031. E-mail: mylonakis@ccny.cuny.edu

3. Deceased; formerly, Assoc. Prof., Nat. Tech. Univ., Athens, Greece.

4. Asst. Prof., Nat. Tech. Univ., Athens, Greece.

5. Dir. of Res. and Devel., URS Corp., New York, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Abrahamson N. A. Schneider J. F. and Stepp J. C. ( 1991). “Empirical spatial coherency functions for application to soil-structure interaction analyses.” Earthquake Spectra 7(1).

2. Berrah M. and Kausel E. ( 1992). “Response spectrum analysis of structures subjected to spatially varying motions.” Earthquake Engrg. and Struct. Dynamics 21(6) 461–470.

3. Betti R. Abdel-Ghaffar A. M. and Niazy A. S. ( 1993). “Kinematic soil-structure interaction for long-span cable-supported bridges.” Earthquake Engrg. and Struct. Dynamics 22(5) 415–430.

4. Bogdanoff J. L. Goldberg J. E. and Schiff A. J. ( 1965). “The effect of ground transmission time on the response of long structures.” Bull Seismological Soc. of Am. 55 627–640.

5. Bolt B. A. Loh C. H. Penzien J. Tsai Y. B. and Yeh Y. T. ( 1982). “Preliminary report on the SMART 1 strong motion array in Taiwan.” Rep. No. UCB/EERC-82/13 University of California.

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