000020006 001__ 20006
000020006 005__ 20170118182350.0
000020006 04107 $$aeng
000020006 046__ $$k2017-01-09
000020006 100__ $$aLiu, Yushu
000020006 24500 $$aExperimental Study of the Behavior of Blind Bolted End Plate Connections

000020006 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020006 260__ $$b
000020006 506__ $$arestricted
000020006 520__ $$2eng$$aThere is limited information on the behavior of connections between rectangular hollow section (RHS) columns and Hshaped beams. Since the RHS column has a closed section, it is difficult for ordinary bolts to be used in RHS column connections. However, application of blind bolts is a more feasible option for this. In order to investigate the seismic and shear behavior of the end plate connections of RHS columns with H-shaped beams using blind bolts, experimental tests were conducted in this paper to study the behavior of this kind of connection. Four full-scale specimens representing exterior beam-to-column connections were tested under monotonic loading and cyclic loading. The failure modes, shear capacity, moment-rotation relation curves, energy-dissipating capacity and connection classification of the joints were evaluated. The test results indicate that this new kind of connection exhibits excellent shear performance and very good rotational capacity which makes it beneficial in seismic zones.

000020006 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020006 653__ $$aEnd plate connection; RHS column; blind bolt; static and cyclic loading; hysteretic behavior

000020006 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020006 720__ $$aLiu, Yushu$$iZhang, Long$$iLi, Guoqiang$$iLu, Ye$$iSun, Jianyun
000020006 8560_ $$ffischerc@itam.cas.cz
000020006 8564_ $$s630408$$uhttps://invenio.itam.cas.cz/record/20006/files/4931.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4931.
000020006 962__ $$r16048
000020006 980__ $$aPAPER