Masonry is one of the most commonly used materials not only in Albania but also worldwide for the construction of low to mid rise buildings. Recent strong earthquakes in different countries have shown that masonry buildings suffered severe damage and caused loss of lives. Therefore it is important to assess the seismic performance of these buildings and based upon this evaluation, techniques should be developed for the strengthening of building stock against future earthquake damages. The purpose of this study is to evaluate the seismic performance of three residential buildings with selected template designs in Albania considering the nonlinear behavior of masonry. A nonlinear modeling method is developed in SAP2000 software and calibrated by 3Muri software. The capacity curves of the investigated buildings were determined by pushover analyses conducted in two principal directions. Seismic performance evaluation was carried out in accordance with the FEMA440 guidelines. The graphical-analytical procedure described there is used for performance evaluation. The analysis shows that two out of three selected buildings do not satisfy the required performance levels.
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Masonry is one of the most commonly used materials not only in Albania but also worldwide for the construction of low to mid rise buildings. Recent strong earthquakes in different countries have shown that masonry buildings suffered severe damage and caused loss of lives. Therefore it is important to assess the seismic performance of these buildings and based upon this evaluation, techniques should be developed for the strengthening of building stock against future earthquake damages. The purpose of this study is to evaluate the seismic performance of three residential buildings with selected template designs in Albania considering the nonlinear behavior of masonry. A nonlinear modeling method is developed in SAP2000 software and calibrated by 3Muri software. The capacity curves of the investigated buildings were determined by pushover analyses conducted in two principal directions. Seismic performance evaluation was carried out in accordance with the FEMA440 guidelines. The graphical-analytical procedure described there is used for performance evaluation. The analysis shows that two out of three selected buildings do not satisfy the required performance levels.
Oltion Korini was born in Albania in 1984. He has pursued his Bachelor and Master of Science in Civil Engineering in Polytechnic University of Tirana in 2002-2007. He also holds a Master at Epoka University. He continues to have a very intense career in consulting companies and universities as lecturer in structural and geotechnical engineering.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Masonry is one of the most commonly used materials not only in Albania but also worldwide for the construction of low to mid rise buildings. Recent strong earthquakes in different countries have shown that masonry buildings suffered severe damage and caused loss of lives. Therefore it is important to assess the seismic performance of these buildings and based upon this evaluation, techniques should be developed for the strengthening of building stock against future earthquake damages. The purpose of this study is to evaluate the seismic performance of three residential buildings with selected template designs in Albania considering the nonlinear behavior of masonry. A nonlinear modeling method is developed in SAP2000 software and calibrated by 3Muri software. The capacity curves of the investigated buildings were determined by pushover analyses conducted in two principal directions. Seismic performance evaluation was carried out in accordance with the FEMA440 guidelines. The graphical-analytical procedure described there is used for performance evaluation. The analysis shows that two out of three selected buildings do not satisfy the required performance levels. 140 pp. Englisch. N° de réf. du vendeur 9783659915024
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Vendeur : moluna, Greven, Allemagne
Kartoniert / Broschiert. Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Korini OltionOltion Korini was born in Albania in 1984. He has pursued his Bachelor and Master of Science in Civil Engineering in Polytechnic University of Tirana in 2002-2007. He also holds a Master at Epoka University. He continues. N° de réf. du vendeur 158877755
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
Paperback. Etat : Brand New. 140 pages. 8.66x5.91x0.32 inches. In Stock. N° de réf. du vendeur 3659915025
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Masonry is one of the most commonly used materials not only in Albania but also worldwide for the construction of low to mid rise buildings. Recent strong earthquakes in different countries have shown that masonry buildings suffered severe damage and caused loss of lives. Therefore it is important to assess the seismic performance of these buildings and based upon this evaluation, techniques should be developed for the strengthening of building stock against future earthquake damages. The purpose of this study is to evaluate the seismic performance of three residential buildings with selected template designs in Albania considering the nonlinear behavior of masonry. A nonlinear modeling method is developed in SAP2000 software and calibrated by 3Muri software. The capacity curves of the investigated buildings were determined by pushover analyses conducted in two principal directions. Seismic performance evaluation was carried out in accordance with the FEMA440 guidelines. The graphical-analytical procedure described there is used for performance evaluation. The analysis shows that two out of three selected buildings do not satisfy the required performance levels.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 140 pp. Englisch. N° de réf. du vendeur 9783659915024
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Masonry is one of the most commonly used materials not only in Albania but also worldwide for the construction of low to mid rise buildings. Recent strong earthquakes in different countries have shown that masonry buildings suffered severe damage and caused loss of lives. Therefore it is important to assess the seismic performance of these buildings and based upon this evaluation, techniques should be developed for the strengthening of building stock against future earthquake damages. The purpose of this study is to evaluate the seismic performance of three residential buildings with selected template designs in Albania considering the nonlinear behavior of masonry. A nonlinear modeling method is developed in SAP2000 software and calibrated by 3Muri software. The capacity curves of the investigated buildings were determined by pushover analyses conducted in two principal directions. Seismic performance evaluation was carried out in accordance with the FEMA440 guidelines. The graphical-analytical procedure described there is used for performance evaluation. The analysis shows that two out of three selected buildings do not satisfy the required performance levels. N° de réf. du vendeur 9783659915024
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Seismic Assessment of Masonry Buildings Using Nonlinear Analysis | Nonlinear 3D pushover analysis of unreinforced masonry buildings using SAP2000 software and FEMA440 | Oltion Korini | Taschenbuch | 140 S. | Englisch | 2016 | LAP LAMBERT Academic Publishing | EAN 9783659915024 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 103399742
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