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Author:

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

Indexed by:

CPCI-S

Abstract:

To find an effective strengthening method for free-standing museum cultural relics,seismic performances of a cultural relic strengthened by magnet blocks were studied by shaking table tests. Based on actual sizes of a museum showcase,a 1:1 scale model was built.A ceramic cultural relic was put in the showcase by free-standing mode.2 magnet blocks were considered to strengthen the relic and shaking table tests were carried out.By white noise excitation basic frequency of the showcase was obtained; by inputting 3 different types of earthquake waves (El-centro wave,Taft wave and Artificial wave of II type site classification) with different intensities (0.1g,0.2g,0.4g and 0.7g of peak ground acceleration values),seismic responses of both showcase and relic were studied,aseismic results of magnet blocks were discussed.Results show that prominent frequency ingredients of the showcase are far greater than those of the input earthquake waves,thus the showcase is not damaged seriously; for the relic after it is strengthened by magnet blocks,its peak displacement and acceleration response values decrease,which still embody obviously under strong earthquakes.Thus by magnet blocks the relic can be effectively strengthened.

Keyword:

shaking table tests aseismic strengthening Free-standing magnet blocks cultural relic

Author Community:

  • [ 1 ] [Zhou, Qian]Palace Museum, Beijing 100009, Peoples R China
  • [ 2 ] [Zhou, Qian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China
  • [ 3 ] [Yan, Weiming]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China
  • [ 4 ] [Ji, Jinbao]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China

Reprint Author's Address:

  • [Zhou, Qian]Palace Museum, Beijing 100009, Peoples R China

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Source :

PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II

Year: 2012

Page: 1077-1083

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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