Calculation Method of Hydrodynamic Forces on Circular Piers during Earthquakes

Author:

Yang Wanli1,Li Qiao2,Yeh Harry3

Affiliation:

1. Associate Professor, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Chengdu 610031, China; Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Chengdu 610031, China; Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97330 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. ANSYS [Computer software]. ANSYS Canonsburg PA.

3. 3D nonlinear hydrodynamic analysis of vertical cylinder during earthquakes I: Rigid motion;Chen B. F.;J. Eng. Mech.,1997

4. FLUENT [Computer software]. ANSYS Canonsburg PA.

5. Seismic response analysis of bridge pier in deep water excited by near-fault earthquakes;Gao X.;Earthquake Resist. Eng. Retrof,2006

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