000019814 001__ 19814
000019814 005__ 20170118182337.0
000019814 04107 $$aeng
000019814 046__ $$k2017-01-09
000019814 100__ $$aMoehle, Jack
000019814 24500 $$aSeismic Performance of a Structural Wall Building With Geometric and Reinforcement Discontinuities

000019814 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019814 260__ $$b
000019814 506__ $$arestricted
000019814 520__ $$2eng$$aThe profession has had very few opportunities to study in detail the response of instrumented buildings subjected to earthquake ground motions that caused severe damage. A case study examines an instrumented building and its response to moderate earthquake ground motion. The building sustained critical damage in a solid wall panel located below a stack of openings between two slab-coupled walls. Performance of the building was studied by examining the measured response, comparing it with response calculated using dynamic analysis, and analyzing demands and capacities of the damaged wall panel zone. The study indicates that geometric and reinforcement discontinuities created vulnerabilities in a structure that, otherwise, should have been expected to survive the ground motion with cosmetic damage only. The study illustrates the importance of paying attention to the effects of discontinuities on the seismic response of structural walls.

000019814 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019814 653__ $$ashear wall; structural discontinuity; damage survey; design recommendations

000019814 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019814 720__ $$aMoehle, Jack$$iPujol, Santiago$$iParet, Terrence$$iHardisty, John
000019814 8560_ $$ffischerc@itam.cas.cz
000019814 8564_ $$s613743$$uhttps://invenio.itam.cas.cz/record/19814/files/447.pdf$$yOriginal version of the author's contribution as presented on USB, paper 447.
000019814 962__ $$r16048
000019814 980__ $$aPAPER