000019392 001__ 19392
000019392 005__ 20170118182316.0
000019392 04107 $$aeng
000019392 046__ $$k2017-01-09
000019392 100__ $$aNassirpour, Arash
000019392 24500 $$aIda & Cloud Method for Fragility Assessment of Bare & Infilled Steel Frame Structures

000019392 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019392 260__ $$b
000019392 506__ $$arestricted
000019392 520__ $$2eng$$aIn this study, the seismic performance of two- and four- storey steel framed structures has been assessed and compared in terms of capacity and fragility. Full scale three-dimensional models of the selected structures have been simulated once as bare steel frame and once while considering the effect of masonry infilled panels, to have the most realistic representation. Furthermore, the selected structures have been designed following two methods of only gravity loading and considering additional seismic excitation. The seismic behaviour has been evaluated through Incremental Dynamic Analysis (IDA) and the Cloud method (NLTHA). A comparison of resultant structural behaviour and fragility functions for both bare and infilled cases indicates that the structural effect of masonry infill panels should not be neglected, as they have a significant influence on the lateral stiffness, strength and ductility of the entire structural system and ignoring it would be hazardous.

000019392 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019392 653__ $$aIncremental Dynamic Analysis (IDA); Cloud Method; Nonlinear Time History; Fragility Curve; Infilled Steel Frame

000019392 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019392 720__ $$aNassirpour, Arash$$iD'Ayala, Dina$$iSong, Biao
000019392 8560_ $$ffischerc@itam.cas.cz
000019392 8564_ $$s1677345$$uhttps://invenio.itam.cas.cz/record/19392/files/3537.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3537.
000019392 962__ $$r16048
000019392 980__ $$aPAPER