Vulnerability of Reinforced Masonry Structures in Seismic Regions: An Experimental and Analytical Evaluation of Current Masonry Design Codes

 
9783639213171: Vulnerability of Reinforced Masonry Structures in Seismic Regions: An Experimental and Analytical Evaluation of Current Masonry Design Codes
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The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20%. Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions.

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Minaie, Ehsan
ISBN 10: 3639213173 ISBN 13: 9783639213171
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Descripción Condición: New. Publisher/Verlag: VDM Verlag Dr. Müller | An Experimental and Analytical Evaluation of Current Masonry Design Codes | The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20%. Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions. | Format: Paperback | Language/Sprache: english | 400 gr | 288 pp. Nº de ref. del artículo: K9783639213171

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Ehsan Minaie
Publicado por VDM Verlag Nov 2009 (2009)
ISBN 10: 3639213173 ISBN 13: 9783639213171
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Descripción VDM Verlag Nov 2009, 2009. Taschenbuch. Condición: Neu. Neuware - The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20%. Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions. 288 pp. Englisch. Nº de ref. del artículo: 9783639213171

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Ehsan Minaie
Publicado por VDM Verlag Nov 2009 (2009)
ISBN 10: 3639213173 ISBN 13: 9783639213171
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Descripción VDM Verlag Nov 2009, 2009. Taschenbuch. Condición: Neu. Neuware - The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20%. Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions. 288 pp. Englisch. Nº de ref. del artículo: 9783639213171

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Ehsan Minaie
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Descripción VDM Verlag Dr. Müller, 2009. Paperback. Condición: New. book. Nº de ref. del artículo: M3639213173

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Ehsan Minaie
Publicado por VDM Verlag (2009)
ISBN 10: 3639213173 ISBN 13: 9783639213171
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Descripción VDM Verlag, 2009. Paperback. Condición: New. Language: English . Brand New Book. The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20 . Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions. Nº de ref. del artículo: KNV9783639213171

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