Abstract
Moving ships and other objects drifting on water often impact a bridge's pile foundation. The mechanical model of the piles-bridge structure under horizontal forcing was established, and a time-domain approach based on Finite-difference Method was developed for analyzing the dynamic response of the piles-bridge structure. For a single pile, good agreement between two computed results validated the present approach. The slenderness ratio of the pile, the pile-soil stiffness ratio and the type of the structure influence the dynamic response of the piles-bridge structure. The computed results showed that the stiffness of the structure determines the dynamic response of the piles-bridge structure under horizontal forcing.
This is a preview of subscription content, log in via an institution to check access.
References
Barden, L., 1963a. Stress and displacements in a cross-anisotropic soil.Geotehnique. 13: 198–210.
Barden, L., 1963b. The Winkler Model and its application to soil.Structure Engineering. 41: 279–280.
Chen, Y. M., Chen, R. P. and Zhu, B., 2001. An approach to analyzing the transverse vibration of a pile during pile during.Journal of Vibration Engineering,14(2): 215–219 (In Chinese, with English Abstract).
Cheung, Y. K., Tham, L. G. and Lei, Z. X., 1992. Transient response of single piles under horizontal excitations.Earthquake engineering and structural dynamics, ASCE,24: 1017–1038.
Clough, R. W. and Penzien, J., 1975. Dynamics of Structures. McGraw-Hill, New York, p. 176–197.
Flores-Berrones, R. and Robert, V. W., 1982. Seismic response of end-bearing piles.Journal of the Geotechnical Engineering, ASCE,108(4): 554–568.
Han, Y. C., 1988. Dynamic behavior of single piles under strong harmonic excitation.Canadian Geotechnical Journal,25: 523–534.
Mamoon, S. M. and Banerjee, P. K., 1992. Time-domain analysis of dynamically loaded single, piles.Journal of Engineering Mechanics, ASCE,118(1): 140–160.
Markris, N., 1994. Soil-pile interaction during the passage of Rayleigh waves: an analytical solution.Earthquake engineering and structural dynamics, ASCE,23: 153–167.
Mylonakis, G. and Nikolaou, A., 1992. Soil-pile-bridge seismic interaction: kinematic and inertial effects. Part I: soft soil.Earthquake engineering and structural dynamics, ASCE,26: 337–359.
Nogami, T. and Konagai, K., 1986. Time domain axial response of dynamically loaded single piles.Journal of Engineering Mechanics, ASCE,112(11): 1041–1052.
Nogami, T. and Konagai, K., 1988. Time domain flexural response of dynamically loaded single pile.Journal of Engineering Mechanics, ASCE,114(9): 1512–1525.
Novak, M., Nogami, T. and Aboul-Ella, F., 1978. Dynamic soil reactions for plane strain case.Journal of Engineering Mechanics, ASCE,104(4): 953–959.
The Highway Layout and Design Institute of the Communications Ministry, 1989. Design Code of the Highway and Bridge. China Communications Press, Beijing, p. 322–367 (in Chinese).
Wang, W. L., Zhang, W. and Luo, W. D., 1991. Structure Dynamics, Fudan University Publishing Company. Shanghai, p. 252–258 (in Chinese).
Zhao, Z. D., Fu, T. M. and Toki, K., 1997. Nonlinear dynamic behaviors of pile-soil structures under lateral impulsive head-loading.Earthquake Engineering and Eengineering Vibration,17(3): 100–109.
Author information
Authors and Affiliations
Corresponding author
Additional information
Project (No. 001110442) supported by the Science and Technology Bureau of Zhejiang Province, China.
Rights and permissions
About this article
Cite this article
Bin, Z., Ren-peng, C. & Yun-min, C. Transient response of piles-bridge under horizontal excitation. J. Zheijang Univ.-Sci. 4, 28–34 (2003). https://doi.org/10.1631/BF02841075
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1631/BF02841075