000020091 001__ 20091
000020091 005__ 20170118182354.0
000020091 04107 $$aeng
000020091 046__ $$k2017-01-09
000020091 100__ $$aInoue, Akira
000020091 24500 $$aSeismic Deformability of Existing RC Buildings in Dhaka Bangladesh, Through the Basic Experiment

000020091 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020091 260__ $$b
000020091 506__ $$arestricted
000020091 520__ $$2eng$$aPresent Bangladesh National Building Code (BNBC 1993) became mandatory in 2006, and many existing RC buildings in Dhaka, the capital of Bangladesh, are not in compliance with the seismic requirements of the Code. Because of the low strength of concrete and small section sizes of a column, the numerical value of axial force ratio (η=N/b·D·F c , N = axial force, b·D= width and depth, Fc= compressive strength of concrete) is high. The shear reinforcement of a column is not enough. These conditions reduce the seismic deformability (ductility). An infilled brick wall in a RC frame is commonly used, which is a non-structural element, but it affects the behavior of a frame. An experimental approach was taken to get indicative information of the seismic deformability of existing RC buildings for the seismic assessment and retrofit. The results indicate,

000020091 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020091 653__ $$aExisting RC building; low strength concrete; axial force ratio; infilled brick wall; seismic deformability

000020091 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020091 720__ $$aInoue, Akira$$iIslam, Rafiqul
000020091 8560_ $$ffischerc@itam.cas.cz
000020091 8564_ $$s948871$$uhttps://invenio.itam.cas.cz/record/20091/files/540.pdf$$yOriginal version of the author's contribution as presented on USB, paper 540.
000020091 962__ $$r16048
000020091 980__ $$aPAPER