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Author:

Zhou, X.-Y. (Zhou, X.-Y..) | Yang, J.-W. (Yang, J.-W..) (Scholars:杨建武) | Yan, W.-M. (Yan, W.-M..) (Scholars:闫维明)

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Scopus PKU

Abstract:

The evaluation has been made for normally used four envelope functions of earthquake ground motion. Being as evaluation standard of the envelope function this paper point out that the controlling capability of the parameters involved in functions to the peak position of the envelope with single peak and the shape of the envelope are essential besides simplicity of the formula of envelope function. With the aid of the method for determining damping ratio in structural dynamic experiment the so called stationarity index is used to estimate the gentleness of the peak's slope. By means of this index this paper analyzes the gentleness of the peak's slope for the four normally used envelope functions and some of them have been modified. It is also pointed out that if Kanai power spectrum and Penzien power spectrum are regarded as envelope function in time domain, these models are powerful and easy from viewpoint on controlling envelope shape ability. Penzien power spectrum is even able to describe the envelope with two peaks like camel. The results of comparative analyses in this paper can be used to select and simulate earthquake ground motion envelopes.

Keyword:

Controlling ability; Envelope functions; Gentleness

Author Community:

  • [ 1 ] [Zhou, X.-Y.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Yang, J.-W.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Yan, W.-M.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

Reprint Author's Address:

  • [Zhou, X.-Y.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

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Source :

World Information on Earthquake Engineering

ISSN: 1007-6069

Year: 2006

Issue: 3

Volume: 22

Page: 1-9

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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