000012606 001__ 12606
000012606 005__ 20160920162632.0
000012606 04107 $$aeng
000012606 046__ $$k2016-09-05
000012606 100__ $$aAlioğlu, G.
000012606 24500 $$aEffects of reinforced concrete mansard roofs on the seismic behavior of plan-symmetric reinforced concrete buildings

000012606 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012606 260__ $$bTaylor and Francis Group, London, UK
000012606 506__ $$arestricted
000012606 520__ $$2eng$$aUsing mansard roof instead of flat roof in Turkey, provides maximum use of the interior space of the attic and additional financial gain to the contractor and owner. However, structural analysis and design of mansard roof elements are carried out without considering entire structural system. In this manner, effect of mansard roof on the seismic behavior of a building is not taken into account in any way. In this study, adjacent and detached type 3-dimensional building models with three bays and three and four story are investigated by linear time-history analysis, modal analysis and response spectrum analysis. Different R.C. mansard models have been diversified by changing the height and distance from the building exterior surface of the inclined mansard columns. Base shear forces, maximum roof displacements and modal periods were calculated and compared. Optimum design parameters with different types of mansard roofs have been proposed using 142 created models.

000012606 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012606 653__ $$a

000012606 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012606 720__ $$aAlioğlu, G.$$iŞengel, H.S.$$iAlbayrak, U.
000012606 8560_ $$ffischerc@itam.cas.cz
000012606 8564_ $$s1519508$$uhttps://invenio.itam.cas.cz/record/12606/files/054.pdf$$yOriginal version of the author's contribution as presented on CD, 054.pdf.
000012606 962__ $$r12552
000012606 980__ $$aPAPER