Characteristics of Vertical Ground Motions and Their Effect on the Seismic Response of Bridges in the Near-Field: A State-of-the-Art Review

Author:

Taslimi Arsam1ORCID,Petrone Floriana2,Pitarka Arben3ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Nevada, 1664 N Virginia St., Reno, NV 89557. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, 1664 N Virginia St., Reno, NV 89557 (corresponding author).

3. Lawrence Livermore National Laboratory, Seismology Group, 7000 East Ave., Livermore, CA 94550. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference203 articles.

1. AASHTO. 2020. AASHTO-LRFD bridge design specifications. Washington, DC: AASHTO.

2. Vertical vibration analysis of suspension bridges;Abdel-Ghaffar A. M.;J. Struct. Div.,1980

3. Multiple-support excitations of suspension bridges;Abdel-Ghaffar A. M.;J. Eng. Mech.,1982

4. Vertical seismic behaviour of suspension bridges;Abdel-Ghaffar A. M.;Earthquake Eng. Struct. Dyn.,1983

5. Response of suspension bridges to travelling earthquake excitations: Part I. Vertical response;Abdel-Ghaffar A. M.;Int. J. Soil Dyn. Earthquake Eng.,1984

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