Probabilistic Seismic Response Analysis on Continuous Bridges Under Near-Fault Ground Motions

Author:

Ma Hai-Bin,Zhuo Wei-DongORCID,Lavorato Davide,Nuti Camillo,Fiorentino Gabriele,Gu Yin,Briseghella Bruno

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. Abrahamson NA (2000) Effects of rupture directivity on probabilistic seismic hazard analysis. In: Proceedings of the 6th international conference on seismic zonation, vol 1. Palm Springs, pp 151–156

2. Benioff H (1955) Mechanism and strain characteristics of the White Wolf fault as indicated by the aftershock sequence. In: Oakeshott GB

3. (ed) Earthquakes in Kern County California during 1955, vol 171. California Division of Mines Bulletin, San Francisco, pp 199-202

4. Bozorgnia Y, Niazi M, Campbell KW (1995) Characteristics of free-field vertical ground motion during the Northridge earthquake. Earthq Spectra 11(4):515–525

5. Bray JD, Rodriguez-Marek A (2004) Characterization of forward-directivity ground motions in the near-fault region. Soil Dyn Earthq Eng 24(11):815–828

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