Applicability of hydrodynamic added mass on seismic analysis of extended piles in water
Author:
Affiliation:
1. National Taiwan University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/40/10_v10.OS-29-02/_pdf
Reference6 articles.
1. 1) Chen, Y., Lv, Y., Wu, K., and Huang, X. (2022a): Numerical analysis of bridge piers under earthquakes considering pile‒soil interactions and water‒pier interactions. Ocean Engineering, 266, 113023.
2. 2) Chen, Y., Lv, Y., Wu, K., and Huang, X. (2022b): Numerical analysis of bridge piers under earthquakes considering pile‒soil interactions and water‒pier interactions. Ocean Engineering, 266, 113023.
3. 3) Chiou, J.S., Fu, Y.W., and Lee, Y.W. (2022): Pseudostatic analysis for seismic responses of extended piles considering inertial and kinematic effects. Engineering Structures, 252, 113572.
4. 4) Du, X., Wang, P., and Zhao, M. (2014): Simplified formula of hydrodynamic pressure on circular bridge piers in the time domain. Ocean Engineering, 85, 44-53.
5. 5) Liaw, C. Y., and Chopra, A. K. (1974): Dynamics of towers surrounded by water. Earthquake Engineering and Structural Dynamics, 3(1), 33-49.
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