000020309 001__ 20309
000020309 005__ 20170118182408.0
000020309 04107 $$aeng
000020309 046__ $$k2017-01-09
000020309 100__ $$aIsmaeil, Mohammed
000020309 24500 $$aEvaluation of Seismic Performance for Existing RC Buildings in the Sudan By Using Pushover Analysis

000020309 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020309 260__ $$b
000020309 506__ $$arestricted
000020309 520__ $$2eng$$aRecently the evaluation of seismic performance of existing buildings has received a great attention. Since The Sudan has low to moderate seismicity most of existing buildings were designed only for gravity load. The objective of this paper is to assess the seismic performance of existing RC buildings in The Sudan. Four typical buildings were investigated using pushover analysis according to ATC-40. They were designed according to the Regulations for earthquake-resistant design of buildings in Egypt (ESEE) and International Building Code (IBC2012). Results showed that the buildings designed considering by ESEE and IBC2012 loads were found adequate and satisfies the Immediate Occupancy (IO) acceptance criteria according to ATC-40. The comparison of the pushover curve shows that the stiffness of frames is larger when using ESEE Regulations compared to the IBC2012 design. This means that ESEE design procedure provides a greater capability to resist seismic load than the IBC2012 design.

000020309 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020309 653__ $$aPushover Analysis; Seismic Capacity; The Sudan; Assessement; RC Buildings

000020309 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020309 720__ $$aIsmaeil, Mohammed$$iAkl, Adel$$iSobaih, Mohamed
000020309 8560_ $$ffischerc@itam.cas.cz
000020309 8564_ $$s792074$$uhttps://invenio.itam.cas.cz/record/20309/files/947.pdf$$yOriginal version of the author's contribution as presented on USB, paper 947.
000020309 962__ $$r16048
000020309 980__ $$aPAPER