000011159 001__ 11159
000011159 005__ 20141205155842.0
000011159 04107 $$aeng
000011159 046__ $$k2008-10-12
000011159 100__ $$aNguyen, Xuan Huy
000011159 24500 $$aSeven-Storey Building Submitted Seismic Loading: Experimentation and Modeling

000011159 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011159 260__ $$b
000011159 506__ $$arestricted
000011159 520__ $$2eng$$aThis paper presents a research program on a structure representing a seven-storey residential building tested on the shaking table in the NEES. The building was designed using a displacement based capacity approach for a site in Los Angeles resulting design lateral force. The structure is composed of 2 main perpendicular walls connected by slotted connections. The numerical calculations have been made up to failure of the specimen, at the local but also at the global level, using multi-fiber beams. Constitutive laws are based on damage mechanics and plasticity to describe cracking of concrete and the plastic behavior of steel. It is shown that the model is able to describe the global behavior of the structure and qualitatively the distribution of damage at the base of the specimen.

000011159 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011159 653__ $$aBeam, shaking table, damage, concrete. 

000011159 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011159 720__ $$aNguyen, Xuan Huy
000011159 8560_ $$ffischerc@itam.cas.cz
000011159 8564_ $$s554352$$uhttps://invenio.itam.cas.cz/record/11159/files/14-0272.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0272.
000011159 962__ $$r9324
000011159 980__ $$aPAPER