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Autor:
Michel, Kenan
The main goal of CIC-BREL project (Cracked and Inelastic Calculation of BRacing Elements) is to develop an analytical method to distribute horizontal forces on bracing elements, in this case reinforced masonry shear walls, of a building considering t
Externí odkaz:
https://tud.qucosa.de/id/qucosa%3A75156
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Autor:
Michel, Kenan
Das seitliche Kraftwiderstandssystem, in diesem Fall Stahlbetonkernwände eines 10-stöckigen Gebäudes, das aus Schwerkraftstützen und Scherwänden besteht, wurde linear (unter der Annahme eines linearen elastischen Materialverhaltens von Beton) un
Externí odkaz:
https://tud.qucosa.de/id/qucosa%3A72374
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Autor:
Michel, Kenan
In this work the compression behavior of masonry was investigated. After a detailed review of code approaches and different research works, a new formula was suggested to describe the compression strength of masonry, based on the mechanical and geome
Externí odkaz:
https://tud.qucosa.de/id/qucosa%3A29140
https://tud.qucosa.de/api/qucosa%3A29140/attachment/ATT-1/
https://tud.qucosa.de/api/qucosa%3A29140/attachment/ATT-1/
Autor:
Michel, Kenan
In this work the compression behavior of masonry was investigated. After a detailed review of code approaches and different research works, a new formula was suggested to describe the compression strength of masonry, based on the mechanical and geome
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4179::00485fbe77ba0081a658f8117257ff6f
https://tud.qucosa.de/id/qucosa:29140
https://tud.qucosa.de/id/qucosa:29140
Publikováno v:
Mauerwerk; Dec2015, Vol. 19 Issue 6, p441-452, 12p
Autor:
Michel Kenan
The main goal of CIC-BREL project (Cracked and Inelastic Calculation of BRacing Elements) is to develop an analytical method to distribute horizontal forces on bracing elements, in this case reinforced masonry shear walls, of a building considering t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::39605ee6e5c61cab40ec037cdeff3ca6