Paper Title:
Analysis of Pipe Pile-Pile Cap-Superstructure Ground Motion Response
  Abstract

Measure the test points of the natural frequencies, the Fourier amplitude spectrum, power spectrum and other parameters by enter different types and frequencies of seismic waves and the stimulation of white noise in the pile shaking table test and seismic wave propagation in the model pipe. Analysis of the transfer law of seismic waves in the pipe pile-pile cap-superstructure lead to the dynamic characteristics result of the test point. Besides, the thesis studies the dynamic characteristics and dynamic response of the pipe pile-pile cap-superstructure under the action of earthquake and the propagation law of seismic waves in the system of the pipe pile-pile cap-superstructure.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 5: Monitoring, Evaluation and Reinforcement Technique of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2541-2544
DOI
10.4028/www.scientific.net/AMR.368-373.2541
Citation
C. Y. Liu, M. F. Han, D. K. Sun, "Analysis of Pipe Pile-Pile Cap-Superstructure Ground Motion Response", Advanced Materials Research, Vols. 368-373, pp. 2541-2544, 2012
Online since
October 2011
Export
Price
$32.00
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