000010719 001__ 10719
000010719 005__ 20141205155756.0
000010719 04107 $$aeng
000010719 046__ $$k2008-10-12
000010719 100__ $$aLignos, Dimitrios
000010719 24500 $$aShake Table Collapse Tests of Two Scale Models of a 4-Story Moment Resisting Steel Frame

000010719 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010719 260__ $$b
000010719 506__ $$arestricted
000010719 520__ $$2eng$$aIn support of collapse assessment of structural systems under earthquake excitations, two earthquake-simulator collapse test series of two scale models of a two-bay steel frame with reduced beam section connections were conducted at the NEES facility at the University at Buffalo. Based on the comprehensive data set acquired from these shaking table collapse test series we are able to quantify important engineering demand parameters such as story forces and shears, story drifts, plastic rotations, floor accelerations and velocities, in the inelastic range up to incipient collapse. Based on analytical simulations with the use of relatively simple models it is demonstrated that sidesway collapse of frame structures, including the effects of P-Delta and component deterioration, can be predicted with good accuracy provided that component deterioration is accurately represented.

000010719 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010719 653__ $$aCollapse, deterioration modeling, shaking table test, scale model, P-Delta effect, collapse mechanism

000010719 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010719 720__ $$aLignos, Dimitrios$$iKrawinkler, Helmut$$iWhittaker, Andrew
000010719 8560_ $$ffischerc@itam.cas.cz
000010719 8564_ $$s657532$$uhttps://invenio.itam.cas.cz/record/10719/files/12-01-0186.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0186.
000010719 962__ $$r9324
000010719 980__ $$aPAPER