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dc.date.accessioned2006-11-07T13:37:03Z
dc.date.available2006-11-07T13:37:03Z
dc.date.issued2006-11-07T13:37:03Z
dc.identifier.uriurn:nbn:de:hebis:34-2006110715516
dc.identifier.urihttp://hdl.handle.net/123456789/2006110715516
dc.format.extent10343560 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.subjectGap Elementeng
dc.subjectEarthquake Engineering Masonry Structureeng
dc.subject.ddc620
dc.titleSeismic behavior of capacity designed masonry walls in low seismicity regionseng
dc.typeDissertation
dcterms.abstractEurocode 8 representing a new generation of structural design codes in Europe defines ‎requirements for the design of buildings against earthquake action. In Central and ‎Western Europe, the newly defined earthquake zones and corresponding design ground ‎acceleration values, will lead in many cases to earthquake actions which are remarkably ‎higher than those defined so far by the design codes used until now in Central Europe. ‎ In many cases, the weak points of masonry structures during an earthquake are the corner ‎regions of the walls. Loading of masonry walls by earthquake action leads in most cases ‎to high shear forces. The corresponding bending moment in such a wall typically causes a ‎significant increase of the eccentricity of the normal force in the critical wall cross ‎section. This in turn leads ultimately to a reduction of the size of the compression zone in ‎unreinforced walls and a high concentration of normal stresses and shear stresses in the ‎corner regions. ‎ Corner-Gap-Elements, consisting of a bearing beam located underneath the wall and ‎made of a sufficiently strong material (such as reinforced concrete), reduce the effect of ‎the eccentricity of the normal force and thus restricts the pinching effect of the ‎compression zone. In fact, the deformation can be concentrated in the joint below the ‎bearing beam. According to the principles of the Capacity Design philosophy, the ‎masonry itself is protected from high stresses as a potential cause of brittle failure. ‎ Shaking table tests at the NTU Athens Earthquake Engineering Laboratory have proven ‎the effectiveness of the Corner-Gap-Element. The following presentation will cover the ‎evaluation of various experimental results as well as a numerical modeling of the ‎observed phenomena.‎eng
dcterms.accessRightsopen access
dcterms.creatorNejati, Mahmoud
dc.contributor.corporatenameKassel, Universität, FB 14, Bauingenieurwesen
dc.contributor.refereeFehling, Ekkehard (Prof. Dr.-Ing.)
dc.contributor.refereeJäger, Wolfram (Prof. Dr.-Ing.)
dc.contributor.refereeSeim, Werner (Prof. Dr.-Ing.)
dc.subject.swdMauerwerksbauger
dc.subject.swdErdbebenbelastungger
dc.subject.swdErdbebenzoneger
dc.date.examination2005-11-24


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