An Investigation of the Ground Motion Scaling Procedures for the Nonlinear Seismic Analyses of Concrete Gravity Dams

Date

2019-07-03

Author

Soysal, BERAT FEYZA
Ay, Bekir Özer
Arıcı, Yalın

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Seismic assessment of gravity dams is generally carried out using time history analyses. Scaling of the motions is commonly used; however, in contrast to buildings, the performance of scaling procedures at predicting the mean and reducing the dispersion in engineering demand parameters (EDPs) is not known. The main goal of this study is to assess the performance of different scaling procedures in predicting seismic demands on dams. The performance regarding the prediction of the damage and the required number of motions for effective analysis was investigated. The results show that techniques commonly used for moment frames should not readily be applied to these structures.

Subject Keywords

Ground motion selection, Ground motion scaling, Nonlinear analysis, Concrete gravity dam, Damage level

URI

https://hdl.handle.net/11511/37905

Journal

JOURNAL OF EARTHQUAKE ENGINEERING

DOI

https://doi.org/10.1080/13632469.2017.1342298

Collections

Department of Architecture, Article

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Citation Formats

B. F. Soysal, B. Ö. Ay, and Y. Arıcı, “An Investigation of the Ground Motion Scaling Procedures for the Nonlinear Seismic Analyses of Concrete Gravity Dams,” JOURNAL OF EARTHQUAKE ENGINEERING, pp. 930–953, 2019, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/37905.