Dynamic Response of a Continuous-Deck Bridge with Different Skew Degrees to Near-Field Ground Motions

Author:

Ebrahimi Motlagh Hamid Reza,Rahai Alireza

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference28 articles.

1. Orozco GL, Ashford SA (2002) Effects of large velocity pulses on reinforced concrete bridge columns. Pacific Earthquake Engineering Research Center, College of Engineering University of California, Berkeley

2. Moustafa A, Takewaki I (2010) Deterministic and probabilistic representation of near-field pulse-like ground motion. Soil Dyn Earthq Eng 30:412–422

3. Jennings PC, Housner GW, Hudson DE, Trifunac MD, Frazier GA, Wood JH et al (1971) Engineering features of the San Fernando earthquake of February 9, 1971, Report no. EERL 71-02. Pasadena (CA)

4. Buckle IG (1994) The Northridge. California earthquake of January 17, 1994: performance of highway bridges, Report no. NCEER-94-0008. Buffalo, New York

5. Wilson T, Chen S, Mahmoud H (2015) Analytical case study on the seismic performance of a curved and skewed reinforced concrete bridge under vertical ground motion. Eng Struct 100:128–136

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