000011931 001__ 11931
000011931 005__ 20141205160002.0
000011931 04107 $$aeng
000011931 046__ $$k2008-10-12
000011931 100__ $$aTsai, Keh-Chyuan
000011931 24500 $$aCollaborative Hybrid Experiments on Large Scale Frame Structures at NCREE

000011931 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011931 260__ $$b
000011931 506__ $$arestricted
000011931 520__ $$2eng$$aFour of the networked hybrid experiments are introduced in this paper. The first one is a Taiwan-USA-Japan joint research program. A full-scale three-story three-bay buckling restrained braced (BRB) frame with concrete filled tube (CFT) columns was tested in 2003 using pseudo-dynamic testing (PDT) procedures. Various types of BRB and steel beam-to-CFT column moment connections were investigated in this test. The second one is a Taiwan-USA collaborative substructure PDTs of a full-scale two-story BRB frame subjected to the bi-directional seismic ground motions were conducted in 2005. The performance and the design methodology of BRB-to-gusset plate connections were investigated. The third one is a collaboration of NCREE and Multidisciplinary Center for Earthquake Engineering Research (MCEER) of USA in 2006. A full-scale two-story one-bay steel-plate shear wall frame was pseudo-dynamic tested. The capacity design of columns and beams surrounding the steel-plate shear wall was studied. The design of the restrainers for the steel-plate shear walls was also verified. The last one is a Taiwan-USA cooperative research project, entitled “NEES-SR SG International Hybrid Simulation of Tomorrow’s Braced Frames”. A full-scale two-story steel concentrically braced frame (CBF) was tested under cyclically increasing lateral displacements. Test results confirmed that the two-story X-shape steel CBFs all have good energy dissipation characteristics. Tests also confirmed that both the 2t-linear and 8t-elliptical out-of-plane deformations of the gussets provide satisfactory ductility for the seismic resistant design of steel CBFs. The feature of specimen, test protocols, the details of PDTs as well as the key experimental results of the stated four collaborative hybrid experiments have been webcasted during the tests, and are presented in this paper.

000011931 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011931 653__ $$aLarge-scale frame test, International collaboration, Hybrid tests

000011931 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011931 720__ $$aTsai, Keh-Chyuan$$iLin, Chih-Han$$iHsiao, Po-Chien$$iLin, Ming-Lan$$iWeng, Yuan-Tao$$iLin, Ker-Chun$$iLin, Jui-Liang
000011931 8560_ $$ffischerc@itam.cas.cz
000011931 8564_ $$s476936$$uhttps://invenio.itam.cas.cz/record/11931/files/S17-03-013.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-03-013.
000011931 962__ $$r9324
000011931 980__ $$aPAPER