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Author:

Zhou, Qian (Zhou, Qian.) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明)

Indexed by:

CPCI-S EI Scopus

Abstract:

To protect cultural relics,sliding response of free-standing museum cultural relic under earthquakes was studied by SIMULINK technique. By hypothesis that shape of cultural relic was rectangle, under earthquakes its sliding conditions were analysed, its motion equations were deduced, its response curves of displacement,velocity and acceleration were obtained,and parameters such as friction ratio between it and its base as well as peak earthquake acceleration values were discussed. Results show that slide motion of cultural relic relates mainly to friction ratio and earthquake strength;Its sliding response is more obvious with the increase of earthquake strength and decrease of friction ratio;On the other hand,by SIMULINK technique sliding response of free-standing cultural relic under earthquakes can be effectively simulated which proves the technique useful.

Keyword:

parameter analysis Free-standing SIMULINK technique cultural relics sliding response

Author Community:

  • [ 1 ] [Zhou, Qian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 2 ] [Yan, Weiming]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China

Reprint Author's Address:

  • [Zhou, Qian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China

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Source :

ADVANCES IN STRUCTURES, PTS 1-5

ISSN: 1022-6680

Year: 2011

Volume: 163-167

Page: 2142-2146

Language: English

Cited Count:

WoS CC Cited Count: 7

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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