A nonlinear method for the seismic safety verification of masonry buildings

  • 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.

Export metadata

Additional Services

Share in Twitter Search Google Scholar
Metadaten
Author:Christoph Butenweg, Christoph Gellert, Lukas Reindl, Konstantin Meskouris
Publisher:National Technical University of Athens
Place of publication:Athen
Document Type:Talk
Language:English
Year of Completion:2009
Date of the Publication (Server):2023/01/23
Note:
COMPDYN 2009 - 2nd International Conference on Computational Methods in Structural Dynamics & Earthquake Engineering. Isles of Rhodes, Greece, June 22-24,2009.
Link: https://www.certh.gr/1DDE3D16.en.aspx
Zugriffsart:weltweit
Institutes:FH Aachen / Fachbereich Energietechnik