000019619 001__ 19619
000019619 005__ 20170118182329.0
000019619 04107 $$aeng
000019619 046__ $$k2017-01-09
000019619 100__ $$aSato, Eiji
000019619 24500 $$aThe Outline of E-Defense Full-Scale Dynamic Test on a Ten-Story RC Building With Walls and Sliding Bases

000019619 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019619 260__ $$b
000019619 506__ $$arestricted
000019619 520__ $$2eng$$aThe E-Defense, which is the world’s largest three-dimensional (3D) full-scale earthquake shaking table test facility, was built by the National Research Institute for Earth Science and Disaster Resilience (NIED) with the aim of shedding light on the failure mechanisms of full-scale structures during earthquakes and for verifying the effects of seismic retrofitting. Since its start of operations in April 2005, a wide variety of structures have been tested on this facility. In December 2015, NIED performed tests on a 10-story reinforced concrete building frame on the E-Defense in order to gain building engineering knowledge that will enable continued use of buildings after a major earthquake. In this experiment, data were obtained from a structure equipped with a base slip mechanism in order to study the efficacy of the base slip construction method. After the base slip construction test, the base of the same specimen was fixed in place to simulate conventional construction conditions and testing was conducted in order to compare fixed-in-place behavior with the base slip response behavior, determine the damage process of each member, and examine damage and response evaluation methods. This paper provides an overview of the base slip and fixed base tests while also presenting information on the specimen design and dimensions. In this building specimen, the sections were designed against the stresses acting in each member, whereas design loads were based on dead and live loads derived from the actual conditions during the test and the seismic load specified by the current standards.

000019619 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019619 653__ $$aEarthquake resistance, Damage mitigation, Base slip

000019619 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019619 720__ $$aSato, Eiji$$iTosauchi, Yusuke$$iFukuyama, Kunio$$iNagae, Takuya$$iKajiwara, Koichi
000019619 8560_ $$ffischerc@itam.cas.cz
000019619 8564_ $$s1543444$$uhttps://invenio.itam.cas.cz/record/19619/files/4012.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4012.
000019619 962__ $$r16048
000019619 980__ $$aPAPER