000020190 001__ 20190
000020190 005__ 20170118182359.0
000020190 04107 $$aeng
000020190 046__ $$k2017-01-09
000020190 100__ $$aNakamura, Sohshi
000020190 24500 $$aThe Numerical Simulation of Behavior of Underground Structure Using E-Defense Large Shaking Table

000020190 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020190 260__ $$b
000020190 506__ $$arestricted
000020190 520__ $$2eng$$aUnderground structures connected to each other are often owned by different organizations, designed under different building codes, and constructed in different periods. These differences increase the likelihood that the joints between the structures collapse during a large earthquake. In contrast, underground structures constructed without such differences usually have high seismic performance. In the National Research Institute for Earth Science and Disaster Resilience, large shaking table tests were performed using E-Defense, which is currently the world’s largest earthquake simulator, in order to investigate the behavior of underground structures; numerical competitions were planned at that time. In this manuscript, we report on comparisons of experimental results with numerical simulations conducted using three-dimensional finite element method (3D FEM) analyses.

000020190 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020190 653__ $$aLarge shaking table, Numerical simulation, Underground structure

000020190 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020190 720__ $$aNakamura, Sohshi$$iSuzuki, Takuya$$iNakamura, Naohiro$$iKaneda, Kazuhiro$$iShigeno, Yoshimasa$$iKawamata, Yohsuke
000020190 8560_ $$ffischerc@itam.cas.cz
000020190 8564_ $$s1095979$$uhttps://invenio.itam.cas.cz/record/20190/files/711.pdf$$yOriginal version of the author's contribution as presented on USB, paper 711.
000020190 962__ $$r16048
000020190 980__ $$aPAPER