000010485 001__ 10485
000010485 005__ 20141205155732.0
000010485 04107 $$aeng
000010485 046__ $$k2008-10-12
000010485 100__ $$aKawashima, Kazuhiko
000010485 24500 $$aE-Defense Experiment on the Seismic Performance of a Brige Column Built in 1970s

000010485 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010485 260__ $$b
000010485 506__ $$arestricted
000010485 520__ $$2eng$$aThis paper presents a large scale shake table experiment on a reinforced concrete bridge column conducted using E-Defense in December 2007. The model was a typical column which was built in 1970s in Japan. Collapse of this type of columns was one of the major causes of the extensive damage during 1995 Kobe, Japan earthquake. Invaluable data on the failure mechanism and response of a RC bridge column was obtained.

000010485 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010485 653__ $$abridges, seismic response, seismic design, ductility, flexure failure, E-Defense

000010485 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010485 720__ $$aKawashima, Kazuhiko$$iUkon, Hiromichi$$iKajiwara, Koichi
000010485 8560_ $$ffischerc@itam.cas.cz
000010485 8564_ $$s642532$$uhttps://invenio.itam.cas.cz/record/10485/files/S17-02-011.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-02-011.
000010485 962__ $$r9324
000010485 980__ $$aPAPER