000019145 001__ 19145
000019145 005__ 20170118182301.0
000019145 04107 $$aeng
000019145 046__ $$k2017-01-09
000019145 100__ $$aMasoomi, Hassan
000019145 24500 $$aFragility Assessment of Buildings With Rigid Walls/Flexible Roof Diaphragms Subjected To Earthquake and Tornado

000019145 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019145 260__ $$b
000019145 506__ $$arestricted
000019145 520__ $$2eng$$aBuildings with rigid walls and flexible roof diaphragms (RWFD) are a common type of single-story construction in North and South America, Europe and New Zealand that incorporate rigid in-plane concrete or masonry walls and flexible in-plane wood or steel roof diaphragms. In this study a fragility analysis methodology was developed to assess the response of RWFD buildings exposed to extreme seismic and wind (tornadoes) events. RWFD buildings incorporating concrete tilt-up wall panels and flexible steel roof diaphragms were considered. The performance goals and structural limit states considered for the fragility assessment of RWFD buildings were developed based on the observed performance of RWFD buildings during past tornadoes and earthquakes in the United States. Fragilities were developed for selected common building configuration and construction of the RWFD structures along the vertical and horizontal load paths for wind and seismic events, respectively. The results of this fragility assessment can be further considered for providing effective strategies to improve the structural safety and response of RWFD buildings as well as to mitigate socio-economic losses from competing natural hazards.

000019145 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019145 653__ $$aFragility Analysis; Earthquake Loads; Wind Loads; Performance Assessment

000019145 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019145 720__ $$aMasoomi, Hassan$$iLindt, John Van De$$iKoliou, Maria
000019145 8560_ $$ffischerc@itam.cas.cz
000019145 8564_ $$s277031$$uhttps://invenio.itam.cas.cz/record/19145/files/2946.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2946.
000019145 962__ $$r16048
000019145 980__ $$aPAPER