Concrete Dams: From Failure Modes to Seismic Fragility

Author:

Hariri-Ardebili M. A.

Publisher

Springer Berlin Heidelberg

Reference78 articles.

1. Ahmadi M, Khoshrang G, Mokhtarzadeh A, Jalalzadeh A (1992) Behavior of a large concrete dam to an actual maximum credible earthquake. In: Proceeding of the 10th world conference on earthquake engineering, vol 7, Madrid, Spain, pp 3995–4000

2. Alembagheri M, Ghaemian M (2013) Seismic assessment of concrete gravity dams using capacity estimation and damage indexes. Earthq Eng Struct Dyn 42:123–144

3. Alliard P, Léger P (2008) Earthquake safety evaluation of gravity dams considering aftershocks and reduced drainage efficiency. J Eng Mech 134(1):12–22

4. Applied Technology Council (2012) Seismic performance assessment of buildings, volume 1: methodology. Technical report ATC-58-1, Federal Emergency Management Agency, Redwood City

5. Arici Y, Binici B, Aldemir A (2014) Comparison of the expected damage patterns from two- and three-dimensional nonlinear dynamic analyses of a roller compacted concrete dam. Struct Infrastruct Eng 10:305–315

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