Wave passage and incoherency effects on seismic response of high arch dams

Author:

Mirzabozorg Hasan,Akbari M.,Hariri Ardebili M. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Abdel-Ghaffar AM and Stringfellow RG (1984a), ”Response of Suspension Bridges to Travelling Earthquake Excitations Part 1: Vertical Response,” Soil Dynamics and Earthquake Engineering, 3(2): 62–72.

2. Abdel-Ghaffar AM and Stringfellow RG (1984b), ”Response of Suspension Bridges to Travelling Earthquake Excitations, Part 2: Lateral Response,” Soil Dynamics and Earthquake Engineering, 3(2): 72.

3. Alves SW and Hall JF (2006a), “Generations of Spatially Nonuniform Ground Motion for Nonlinear Analysis of a Concrete Arch Dam,” Earthquake Engineering and Structural Dynamics, 35: 1339–1357.

4. Alves SW and Hall JF (2006b), “System Identification of a Concrete Arch Dam and Calibration of Its Finite Element Model,” Earthquake Engineering and Structural Dynamics, 35: 1321–1337.

5. Baron F, Arikan M and Hamati RE (1997), “The Effects of Seismic Disturbances on the Golden Gate Bridge,” Report 76-31, Earthquake Engineering Research Center, University of California, Berkeley.

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