@article{MeskourisButenwegGellert2009, author = {Meskouris, Konstantin and Butenweg, Christoph and Gellert, Christoph}, title = {Iterativ verbessert : die RWTH Aachen entwickelt eine Software f{\"u}r einfache Nachweise von Mauerwerksbauten in Erdbebengebieten}, series = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.}, journal = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.}, number = {Heft 5}, publisher = {Rauh Medien GmbH}, address = {Wandlitz}, issn = {2365-192X}, pages = {31 -- 36}, year = {2009}, language = {de} } @article{ButenwegGellertMeskouris2007, author = {Butenweg, Christoph and Gellert, Christoph and Meskouris, Konstantin}, title = {Mauerwerksw{\"a}nde unter zyklischer Schubbeanspruchung}, series = {Mauerwerk : European journal of masonry}, volume = {Volume 11}, journal = {Mauerwerk : European journal of masonry}, number = {Issue 6}, issn = {1437-1022 (E-Journal); 1432-3427 (Print)}, doi = {10.1002/dama.200700356}, pages = {356 -- 362}, year = {2007}, language = {de} } @article{MeskourisButenwegGellert2009, author = {Meskouris, Konstantin and Butenweg, Christoph and Gellert, Christoph}, title = {Einfache Nachweise : einige Beispiele f{\"u}r die Anwendung des Bemessungsprogramms der RWTH Aachen f{\"u}r den Nachweis von Mauerwerksbauten in Erdbebengebieten}, series = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.}, journal = {Deutsches Ingenieur-Blatt : Ingenieurwesen, Bautechnik, Umweltschutz ; Organ der deutschen Ingenieurkammern / Hrsg.: Bundes-Ingenieurkammer e.V.}, number = {Heft 6}, publisher = {Rauh Medien GmbH}, address = {Wandlitz}, issn = {0946-2422}, pages = {26 -- 29}, year = {2009}, language = {de} } @incollection{MeskourisGellertButenweg2010, author = {Meskouris, Konstantin and Gellert, Christoph and Butenweg, Christoph}, title = {Neuer Ansatz f{\"u}r die Bemessung von Mauerwerksbauten}, series = {Innovationen im konstruktiven Ingenieurbau : Methoden - Materialien - Bauwerke ; Festschrift Professor Hirschfeld / hrsg. von Karl Beucke}, booktitle = {Innovationen im konstruktiven Ingenieurbau : Methoden - Materialien - Bauwerke ; Festschrift Professor Hirschfeld / hrsg. von Karl Beucke}, publisher = {Bauhaus-Univ. Weimar}, address = {Weimar}, pages = {217 -- 224}, year = {2010}, language = {de} } @inproceedings{ButenwegGellertMeskouris2008, author = {Butenweg, Christoph and Gellert, Christoph and Meskouris, Konstantin}, title = {Ein neuer Ansatz zum Nachweis von Mauerwerksbauten}, series = {Berichte der Fachtagung Baustatik - Baupraxis 10 : am 17. und 18. M{\"a}rz 2008 in Karlsruhe / Hrsg.: Werner Wagner. Institut f{\"u}r Baustatik, Universit{\"a}t Karlsruhe (TH)}, booktitle = {Berichte der Fachtagung Baustatik - Baupraxis 10 : am 17. und 18. M{\"a}rz 2008 in Karlsruhe / Hrsg.: Werner Wagner. Institut f{\"u}r Baustatik, Universit{\"a}t Karlsruhe (TH)}, publisher = {Inst. f{\"u}r Baustatik, Univ. Karlsruhe (TH)}, address = {Karlsruhe}, organization = {Fachtagung Baustatik - Baupraxis <10, 2008, Karlsruhe>}, isbn = {978-3-935322-14-0}, pages = {103 -- 116}, year = {2008}, language = {de} } @misc{ButenwegGellertReindletal.2009, author = {Butenweg, Christoph and Gellert, Christoph and Reindl, Lukas and Meskouris, Konstantin}, title = {A nonlinear method for the seismic safety verification of masonry buildings}, publisher = {National Technical University of Athens}, address = {Athen}, year = {2009}, 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.}, language = {en} }