000011129 001__ 11129
000011129 005__ 20141205155839.0
000011129 04107 $$aeng
000011129 046__ $$k2008-10-12
000011129 100__ $$aNakashima, Masayoshi
000011129 24500 $$aShake Table Experimental Project on the Seismic Performance of Bridges Using E-Defense

000011129 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011129 260__ $$b
000011129 506__ $$arestricted
000011129 520__ $$2eng$$aThis paper introduces a large scale shake table experimental program on bridge structures using E-Defense. The program was formulated as one of the US-Japan cooperative research programs based on NEES and E-Defense collaboration. Component model (C1 model) and system model (C2 model) are included in the program. Objectives of C1 model is to clarify the failure mechanism of reinforced concrete bridge piers using as large models as possible to eliminate barriers of scale and loading rate effect. C2 model is to study the complex system behavior of bridges to failure. Background, objectives, proposed models and tests cases are presented.

000011129 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011129 653__ $$aE-Defense, bridges, seismic response, seismic design, ductility

000011129 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011129 720__ $$aNakashima, Masayoshi$$iKawashima, Kazuhiko$$iUkon, Hiromichi$$iKajiwara, Koichi
000011129 8560_ $$ffischerc@itam.cas.cz
000011129 8564_ $$s392453$$uhttps://invenio.itam.cas.cz/record/11129/files/S17-02-010.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-02-010.
000011129 962__ $$r9324
000011129 980__ $$aPAPER