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Author:

He, H. (He, H..) (Scholars:何洪) | Han, E. (Han, E..) | Yan, W. (Yan, W..)

Indexed by:

Scopus PKU CSCD

Abstract:

The current acceleration seismic design spectra has the disvatages including that its precision and the statistics features in different period stage have obvious differences, and the spectrum characteristics of the low-order spectrum based on the artificial signals mismatch the real statistics characteristics. The unified smooth spectrum which adopts unique function was presented based on the linear modle of displacement spectrum, and a new ground motion simulation method considering lower-order spectrum was proposed. The analysis results indicate that the smooth spectrum has the advantages such as simple form, high accuracy for all the period stages. The simulated earthquake signal fulfills the spectrum characteristic requirement for acceleration spectrum, velocity spectrum and displacement spectrum. The smooth spectrum has uniform characteristics including function form, the spectrum characteristics on multiple orders, elasto plasticity and multiple dimensions, and it is suitable for dynamic analysis and ground motion simulation. © 2016, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.

Keyword:

Artificial ground motion simulation; Ground motion; Response spectrum; Seismic design spectra; Smooth

Author Community:

  • [ 1 ] [He, H.]Beijing Laboratory of Earthquake Engineering and Structure Retrofit(Beijing University of Technology), Beijing, 100124, China
  • [ 2 ] [He, H.]Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing, 100124, China
  • [ 3 ] [Han, E.]Beijing Laboratory of Earthquake Engineering and Structure Retrofit(Beijing University of Technology), Beijing, 100124, China
  • [ 4 ] [Yan, W.]Beijing Laboratory of Earthquake Engineering and Structure Retrofit(Beijing University of Technology), Beijing, 100124, China
  • [ 5 ] [Yan, W.]Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing, 100124, China

Reprint Author's Address:

  • 何洪

    [He, H.]Beijing Laboratory of Earthquake Engineering and Structure Retrofit(Beijing University of Technology)China

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Source :

Journal of Harbin Institute of Technology

ISSN: 0367-6234

Year: 2016

Issue: 6

Volume: 48

Page: 177-184

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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