000021524 001__ 21524
000021524 005__ 20170622131250.0
000021524 04107 $$aeng
000021524 046__ $$k2017-06-15
000021524 100__ $$aDai, Junwu
000021524 24500 $$aEARTHQUAKE DAMAGE ESTIMATION OF FOUR PALACE BUILDINGS AND MEASUREMENTS OF VIBRATION DECREASING FOR CULTURAL RELICS CABINET IN BEIJING FORBIDDEN CITY

000021524 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021524 260__ $$bNational Technical University of Athens, 2017
000021524 506__ $$arestricted
000021524 520__ $$2eng$$aIn order to research the seismic performance of Taihe, Zhonghe, Baohe and Wenhua Palace, nonlinear dynamic time response analyses under different earthquakes and PGA levels are carried out. ANSYS/LS-DYNA is used to conduct the finite element analysis. Moreover, in order to select more effective seismic protection measurements for the storage cabinets of cultural relics in the existing underground storehouse of the Palace Museum, seismic responses of storage cabinets with different spring-dampers connected between each other are calculated. Corresponding acceleration and displacement responses are compared. Suggestions on parameter settings of spring dampers which maximum the damping efficiency are finally given.

000021524 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021524 653__ $$aSeismic Damage Estimation, Palace, Wooden Structure, Storage Cabinets, Damper

000021524 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021524 720__ $$aDai, Junwu$$iYang, Yongqiang$$iZhang, Lulu
000021524 8560_ $$ffischerc@itam.cas.cz
000021524 8564_ $$s853265$$uhttps://invenio.itam.cas.cz/record/21524/files/16859.pdf$$yOriginal version of the author's contribution as presented on CD, section: [RS19] Seismic risk and reliability analysis
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000021524 962__ $$r21500
000021524 980__ $$aPAPER