Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method

Author:

Allam Said M.,Datta T.K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Rutenberg A, Heidebrecht AC. Approximate spectral multiple-support seismic analysis; travelling wave approach. Research Report. Hamilton, Ontario, Canada: Department of Civil Engineering, McMaster University, 1987.

2. Dong KK, Wieland M. Application of response spectrum method to a bridge subjected to multiple support excitation. In: Proc. 9th World Conf. Earthquake Eng., Tokyo, Japan. 1988;VI:531–6.

3. Response analysis of flexible MDF system for multiple-support seismic excitations;Yamamura;Earthquake Eng. Struct. Dyn.,1990

4. Berrah M, Kausel E. Modified response spectrum model for the design of structures subjected to spatially varying seismic excitations. Report R90-2. Cambridge (MA): Department of Civil Engineering, 1989.

5. Response spectrum method for multi-support seismic excitations;Der Kiureghian;Earthquake Eng. Struct. Dyn.,1992

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