000018292 001__ 18292
000018292 005__ 20170118182216.0
000018292 04107 $$aeng
000018292 046__ $$k2017-01-09
000018292 100__ $$aAvila-Haro, Jorge A.
000018292 24500 $$aInelastic Performance of a RC Wall Building That Collapsed in the Chilean's Earthquake and a Building Designed in Mexico City

000018292 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018292 260__ $$b
000018292 506__ $$arestricted
000018292 520__ $$2eng$$aThe seismic structural performance of a real case concrete wall building (Building 1) that collapsed during the 27 February 2010 Chile earthquake is evaluated. Similarly, the response of two other concrete frame buildings (Buildings 2 and 3) designed and analyzed according to the current Chilean and Mexican Regulations, respectively, and with a geometric structuring similar to the real case structure is studied. The objectives of this work are: evaluate the seismic performance of the three buildings and compare their elastic and inelastic (nominal and over-strength cases) seismic responses calculated with two accelerograms, CCH-NS (Chile 2010) and SCT-EW (Mexico 1985). Due to the fact that the flexural strength in beams and the flexural-compression strength in columns and walls in the ground floor level were exceeded by the demand induced from the seismic load, plastic hinges were developed at the ends of the structural elements. It was verified that the shear strengths of the selected structural elements were higher than the seismic demands.

000018292 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018292 653__ $$aseismic structural performance, inelastic seismic response, modal spectral dynamic seismic analysis

000018292 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018292 720__ $$aAvila-Haro, Jorge A.$$iAvila, Jorge A.
000018292 8560_ $$ffischerc@itam.cas.cz
000018292 8564_ $$s1194627$$uhttps://invenio.itam.cas.cz/record/18292/files/1176.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1176.
000018292 962__ $$r16048
000018292 980__ $$aPAPER