000010224 001__ 10224
000010224 005__ 20141205155705.0
000010224 04107 $$aeng
000010224 046__ $$k2008-10-12
000010224 100__ $$aHibino, Yo
000010224 24500 $$aCumulative Strength Index Distribution Along Building Height and Story Collapse Rate in Reinforced Concrete Buildings

000010224 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010224 260__ $$b
000010224 506__ $$arestricted
000010224 520__ $$2eng$$aThe seismic evaluation guideline of existing reinforced concrete (RC) buildings is provided by The Japan Building Disaster Prevention Association (JBDPA 2001). A study on effects of a cumulative strength index, CT, distribution along the building height on story collapses in RC buildings was examined. The analytical results of models were mainly discussed by the story collapse rate and the strength ratio that is newly defined as the ratio of CT index of weak story to average of CT index of all the stories in a building. The strength ratio which leads to story collapse was presented by dynamic response analyses results. However, in case of the weak-beam-strong-column designed structure, even if the strength ratio is not ideal, the story collapse will not occur due to total beam yielding mechanism

000010224 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010224 653__ $$aStory collapse, Seismic evaluation, Seismic index of structure, Cumulative strength index

000010224 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010224 720__ $$aHibino, Yo$$iKikuchi, Masaru$$iTeshigawara, Masaomi
000010224 8560_ $$ffischerc@itam.cas.cz
000010224 8564_ $$s378968$$uhttps://invenio.itam.cas.cz/record/10224/files/05-01-0440.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0440.
000010224 962__ $$r9324
000010224 980__ $$aPAPER