000022093 001__ 22093
000022093 005__ 20170622145956.0
000022093 04107 $$aeng
000022093 046__ $$k2015-05-25
000022093 100__ $$aIkeda, Takaaki
000022093 24500 $$aVERIFICATION OF THE TOGGLE DAMPING SYSTEM FOR THE SRC BUILDING DURING THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE

000022093 24630 $$n5.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022093 260__ $$bNational Technical University of Athens, 2015
000022093 506__ $$arestricted
000022093 520__ $$2eng$$aA steel frame reinforced concrete building completed in 1965 was seismically retrofitted using seismic isolation braces with amplification mechanism. The building was subjected to shaking with a seismic intensity of upper 5 during the 2011 off the Pacific coast of Tohoku Earthquake. The seismic retrofit applied, however, minimized damage. The seismic retrofit performance was then examined based on the ground motions recorded in the building and the results of seismic response analysis using the records. As a result, it was revealed that the retrofit design goal was met and that the deformation of the building was controlled considerably as compared with the case with no retrofit.

000022093 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022093 653__ $$aSRC building, Seismic retrofit, damping system with amplification mechanism, 2011 off the Pacific coast of Tohoku Earthquake, Dynamic response analysis

000022093 7112_ $$aCOMPDYN 2015 - 5th International Thematic Conference$$cCrete (GR)$$d2015-05-25 / 2015-05-27$$gCOMPDYN2015
000022093 720__ $$aIkeda, Takaaki$$iSenoo, Yoshiaki$$iTakase, Yuya
000022093 8560_ $$ffischerc@itam.cas.cz
000022093 8564_ $$s2612849$$uhttps://invenio.itam.cas.cz/record/22093/files/C1176.pdf$$yOriginal version of the author's contribution as presented on CD, section: 
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000022093 962__ $$r22030
000022093 980__ $$aPAPER