Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Determination of Earthquake Performance of a Residential Masonry Building
https://orcid.org/http://orcid.org/0000-0002-7522-6392
Traditional masonry construction methods have been used extensively in the past. This construction method is cost-effective, but structures built using it have very limited ductility. For this reason, they exhibit poor performance in resisting seismic forces, particularly being exposed to high shear forces during earthquakes. In this study, a residential masonry building was analyzed, and its performance was assessed according to the Turkish Building Earthquake Code. Response Spectrum curves of the structure were obtained for the DD-2 earthquake level, and linear analyses were performed using a finite element software. This single-story masonry building has a floor area measuring 9.90 m by 8.50 m and a floor height of 2.70 m. The building's slab system is constructed using wood. The structure was evaluated under pressure under G + Q loading, and shear capacity was examined under the loading combination of G + Q + E. For seismic performance analyses of this structure, an earthquake with a return period of 475 years was chosen. Based on the results, it was determined that the structure lacks adequate shear strength.
Determination of Earthquake Performance of a Residential Masonry Building
https://orcid.org/http://orcid.org/0000-0002-7522-6392
Traditional masonry construction methods have been used extensively in the past. This construction method is cost-effective, but structures built using it have very limited ductility. For this reason, they exhibit poor performance in resisting seismic forces, particularly being exposed to high shear forces during earthquakes. In this study, a residential masonry building was analyzed, and its performance was assessed according to the Turkish Building Earthquake Code. Response Spectrum curves of the structure were obtained for the DD-2 earthquake level, and linear analyses were performed using a finite element software. This single-story masonry building has a floor area measuring 9.90 m by 8.50 m and a floor height of 2.70 m. The building's slab system is constructed using wood. The structure was evaluated under pressure under G + Q loading, and shear capacity was examined under the loading combination of G + Q + E. For seismic performance analyses of this structure, an earthquake with a return period of 475 years was chosen. Based on the results, it was determined that the structure lacks adequate shear strength.
Determination of Earthquake Performance of a Residential Masonry Building
https://orcid.org/http://orcid.org/0000-0002-7522-6392
Traditional masonry construction methods have been used extensively in the past. This construction method is cost-effective, but structures built using it have very limited ductility. For this reason, they exhibit poor performance in resisting seismic forces, particularly being exposed to high shear forces during earthquakes. In this study, a residential masonry building was analyzed, and its performance was assessed according to the Turkish Building Earthquake Code. Response Spectrum curves of the structure were obtained for the DD-2 earthquake level, and linear analyses were performed using a finite element software. This single-story masonry building has a floor area measuring 9.90 m by 8.50 m and a floor height of 2.70 m. The building's slab system is constructed using wood. The structure was evaluated under pressure under G + Q loading, and shear capacity was examined under the loading combination of G + Q + E. For seismic performance analyses of this structure, an earthquake with a return period of 475 years was chosen. Based on the results, it was determined that the structure lacks adequate shear strength.
Determination of Earthquake Performance of a Residential Masonry Building
Lecture Notes in Civil Engineering
Milani, Gabriele (Herausgeber:in) / Ghiassi, Bahman (Herausgeber:in) / Uzdil, Oguz (Autor:in)
International Brick and Block Masonry Conference ; 2024 ; Birmingham, United Kingdom
13.12.2024
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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