000013244 001__ 13244
000013244 005__ 20161114160333.0
000013244 04107 $$aeng
000013244 046__ $$k2009-06-22
000013244 100__ $$aButenweg, C.
000013244 24500 $$aA non-linear method for the seismic safety verification of masonry buldings

000013244 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013244 260__ $$bNational Technical University of Athens, 2009
000013244 506__ $$arestricted
000013244 520__ $$2eng$$aIn order for traditional masonry to stay a competitive building material in seismically active regions there is an urgent demand for modern, deformation-based verification procedures which exploit the nonlinear load bearing reserves. The Capacity Spectrum Method (CSM) is a widely accepted design approach in the field of reinforced concrete and steel construction. It compares the seismic action with the load-bearing capacity of the building considering nonlinear material behavior with its post-peak capacity. The bearing capacity of the building is calculated iteratively using single wall capacity curves. This paper presents a new approach for the bilinear approximation of single wall capacity curves in the style of EC6/EC8 respectively FEMA 306/FEMA 356 based on recent shear wall test results of the European Collective-Research Project “ESECMaSE”. The application of the CSM to masonry structures by using bilinear approximations of capacity curves as input is demonstrated on the example of a typical German residential home.

000013244 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013244 653__ $$amasonry, seismic design, displacement-based approach, idealized capacity curves. Abstract. In order for traditional masonry to stay a competitive building material in seismically active regions there is an urgent demand for modern, deformation-based verification procedures which exploit the nonlinear load bearing reserves. The Capacity Spectrum Method (CSM) is a widely accepted design approach in the field of reinforced concrete and steel construction. It compares the seismic action with the load-bearing capacity of the building considering nonlinear material behavior with its post-peak capacity. The bearing capacity of the building is calculated iteratively using single wall capacity curves. This paper presents a new approach for the bilinear approximation of single wall capacity curves in the style of EC6/EC8 respectively FEMA 306/FEMA 356 based on recent shear wall test results of the European Collective-Research Project “ESECMaSE”. The application of the CSM to masonry structures by using bilinear approximations of capacity curves as input is demonstrated on the example of a typical German residential home.

000013244 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013244 720__ $$aButenweg, C.$$iGellert, C.$$iReindl, L.$$iMeskouris, K.
000013244 8560_ $$ffischerc@itam.cas.cz
000013244 8564_ $$s902069$$uhttps://invenio.itam.cas.cz/record/13244/files/CD362.pdf$$yOriginal version of the author's contribution as presented on CD, section: Masonry structures - ii.
000013244 962__ $$r13074
000013244 980__ $$aPAPER