000013312 001__ 13312
000013312 005__ 20161114160336.0
000013312 04107 $$aeng
000013312 046__ $$k2009-06-22
000013312 100__ $$aKorkmaz K., A.
000013312 24500 $$aComputational investigation of shear wall-frame interaction in strengthening accounting torsional effects

000013312 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013312 260__ $$bNational Technical University of Athens, 2009
000013312 506__ $$arestricted
000013312 520__ $$2eng$$aStructural strengthening has been considered as an imperative part of rehabilitation of existing buildings. Constructing shear walls as an addition to the existing structure of the buildings is one of the common methodologies in strengthening. In order to increase the structural capacity of existing buildings for a possible earthquake, shear walls are placed in the structural system directly. Dimensions and replacement of shear walls depend on the structural system, damage stage, material quality of the existing building. Integration quality between existing building and new parts of the structure shows the performance quality of the strengthened structure under earthquake effect. In the present study, integration between existing and new parts of the structure torsion effects is taken into consideration as assigning springs with different rigidity to demonstrate the variety of concrete strength of the existing structures.

000013312 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013312 653__ $$aConcrete strength, structural retrofit, retrofit with shear walls, springs, system interaction Abstract. Structural strengthening has been considered as an imperative part of rehabilitation of existing buildings. Constructing shear walls as an addition to the existing structure of the buildings is one of the common methodologies in strengthening. In order to increase the structural capacity of existing buildings for a possible earthquake, shear walls are placed in the structural system directly. Dimensions and replacement of shear walls depend on the structural system, damage stage, material quality of the existing building. Integration quality between existing building and new parts of the structure shows the performance quality of the strengthened structure under earthquake effect. In the present study, integration between existing and new parts of the structure torsion effects is taken into consideration as assigning springs with different rigidity to demonstrate the variety of concrete strength of the existing structures.

000013312 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013312 720__ $$aKorkmaz K., A.$$iDemir, F.$$iTekeli, H.
000013312 8560_ $$ffischerc@itam.cas.cz
000013312 8564_ $$s444340$$uhttps://invenio.itam.cas.cz/record/13312/files/CD458.pdf$$yOriginal version of the author's contribution as presented on CD, section: Irregular structures.
000013312 962__ $$r13074
000013312 980__ $$aPAPER