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Volume 43 Issue 11
Dec.  2014
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Article Contents
Pei Qiang, Quan Houhui, Tian Jing. STATISTICAL ANALYSIS OF THE STRONG MOTION RECORDS AND PRELIMINARY STUDY OF THE UNSTEADY RESPONSE SPECTRUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 54-58,83. doi: 10.13204/j.gyjz201311013
Citation: Pei Qiang, Quan Houhui, Tian Jing. STATISTICAL ANALYSIS OF THE STRONG MOTION RECORDS AND PRELIMINARY STUDY OF THE UNSTEADY RESPONSE SPECTRUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 54-58,83. doi: 10.13204/j.gyjz201311013

STATISTICAL ANALYSIS OF THE STRONG MOTION RECORDS AND PRELIMINARY STUDY OF THE UNSTEADY RESPONSE SPECTRUM

doi: 10.13204/j.gyjz201311013
  • Received Date: 2013-01-29
  • Publish Date: 2013-11-20
  • Strong-motion measurement is the basis of earthquake engineering. A lot of strong-motion datas were obtained by nationwide earthquake observation stations when earthquake occurred in Wenchuan,which provided a good data basis for analysis of strong earthquake records. In this paper,some spectral features of the peak acceleration are based on statistical analysis of strong motion records recorded in Wenchuan earthquake. Theory of earthquake response spectrum is the main method of seismic analysis and an important achievement based on depth research and analysis on acceleration characteristics. The max response of structure under earthquake input is only varying with period in traditional response spectrum during the whole time duration. The relationship between the maximum response and time duration can not be shown in the response spectrum of earthquake. The concept of unsteady response spectrum was proposed based on the moveable spectrum in this paper. Based on the conventional response spectrum,the time factor was taken into account in unsteady response spectrum research. Then the response spectrum could be studied based on time varying. As examples for strong motion records obtained from Wenchuan earthquake,two methods were proposed to research the effect of time duration on response spectrum.
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