000019552 001__ 19552
000019552 005__ 20170118182324.0
000019552 04107 $$aeng
000019552 046__ $$k2017-01-09
000019552 100__ $$aPorst, Chris
000019552 24500 $$aConfined Masonry for Seismically Resilient Low-Cost Housing in India:

000019552 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019552 260__ $$b
000019552 506__ $$arestricted
000019552 520__ $$2eng$$aConfined masonry (CM) is a viable housing typology that is seismically resilient and economical for application in developing countries. Given its suitability for low-tech environments, multiple authors have published instructions on CM construction that do not require engineering knowledge. As a result, these guidelines impose heavily constrictive design requirements. More precise analysis methods exist for calculating the stress demand on shear walls of a CM building under earthquake loads which may be applied to any design. However, these methods require technical expertise to perform. A procedure for designing CM buildings is presented that employs a combination of seismic analysis techniques to take into account torsional effects and allow for complex designs while requiring low computational effort. Parametric studies are performed on this procedure which show reliable, conservative structural design outputs.

000019552 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019552 653__ $$aconfined masonry; low–cost housing; torsional effects; seismic design; irregular buildings

000019552 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019552 720__ $$aPorst, Chris$$iBrzev, Svetlana$$iOchsendorf, John
000019552 8560_ $$ffischerc@itam.cas.cz
000019552 8564_ $$s623804$$uhttps://invenio.itam.cas.cz/record/19552/files/3876.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3876.
000019552 962__ $$r16048
000019552 980__ $$aPAPER