000021549 001__ 21549
000021549 005__ 20170622131251.0
000021549 04107 $$aeng
000021549 046__ $$k2017-06-15
000021549 100__ $$aChen, Cong
000021549 24500 $$aSTUDY ON THE SHEAR WALL STRUCTURE WITH COMBNED FORM OF REPLACEABLE COMPONENTS

000021549 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021549 260__ $$bNational Technical University of Athens, 2017
000021549 506__ $$arestricted
000021549 520__ $$2eng$$aEarthquake resilient structure is an innovative type of structure developed for the purpose to restore the structure immediately after strong earthquakes. The structures with replaceable components is a kind of earthquake resilient structure. Based on the previous studies, combined form of the replaceable devices were applied in the coupled shear wall in this paper. Replaceable coupling beam and replaceable wall foot were used to concentrate the possible damage in the coupled shear wall. The numerical simulation models were verified by the test results of shear walls with each type of the replaceable devices. Then the shear wall model with the replaceable coupling beam and the replaceable wall foot together was studied in detail through parameter analysis. The results show that the influence of the shear wall capacity is small, and the variable parameters have some influence on the stiffness.

000021549 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021549 653__ $$aReplaceable, Coupling Beam, Wall Foot, Shear Wall, Reinforced Concrete.

000021549 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021549 720__ $$aChen, Cong$$iXiao, Renjie$$iLu, Xilun
000021549 8560_ $$ffischerc@itam.cas.cz
000021549 8564_ $$s961258$$uhttps://invenio.itam.cas.cz/record/21549/files/16958.pdf$$yOriginal version of the author's contribution as presented on CD, section: [RS13] Optimum design and control in structural dynamics and earthquake engineering
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000021549 962__ $$r21500
000021549 980__ $$aPAPER