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Taschenbuch. Zustand: Neu. RESISTANCE OF MEMBRANE RETROFIT MASONRY WALLS TO LATERAL PRESSURE | A Design Tool for One-way Masonry Walls | Lee Moradi | Taschenbuch | 72 S. | Englisch | 2009 | LAP LAMBERT Academic Publishing | EAN 9783838301365 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.

Paperback. Zustand: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Paperback. Zustand: Brand New. 66 pages. 9.00x6.00x0.17 inches. This item is printed on demand.

Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Mitigation techniques are currently being sought to ensure public safety in the event of intentional or accidental explosions. Building material fragmentation is a major cause of human injury during such events. One of the most common methods of construction in buildings is the use of masonry walls however; these walls are extremely vulnerable to blast pressure resulting in collapse, fragmentation, and severe injury to occupants. Blast tests and computational finite element models have shown significant improvement in the behavior of these walls when retrofitted with polymer or metallic membranes. But the cost of blast tests and high fidelity computational models make them impractical for day-to-day design. The research presented in this book developed resistance functions for three different scenarios of membrane retrofit unreinforced concrete masonry walls to lateral pressure. These functions were further coupled with single degree of freedom systems to predict the wall response to blast loads. This book provides a practical toolfor the design of membrane retrofit masonry walls exposed to lateral pressures such as wind and blast. 72 pp. Englisch.

Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Mitigation techniques are currently being sought to ensure public safety in the event of intentional or accidental explosions. Building material fragmentation is a major cause of human injury during such events. One of the most commo.

Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Mitigation techniques are currently being sought to ensure public safety in the event of intentional or accidental explosions. Building material fragmentation is a major cause of human injury during such events. One of the most common methods of construction in buildings is the use of masonry walls however; these walls are extremely vulnerable to blast pressure resulting in collapse, fragmentation, and severe injury to occupants. Blast tests and computational finite element models have shown significant improvement in the behavior of these walls when retrofitted with polymer or metallic membranes. But the cost of blast tests and high fidelity computational models make them impractical for day-to-day design. The research presented in this book developed resistance functions for three different scenarios of membrane retrofit unreinforced concrete masonry walls to lateral pressure. These functions were further coupled with single degree of freedom systems to predict the wall response to blast loads. This book provides a practical tool for the design of membrane retrofit masonry walls exposed to lateral pressures such as wind and blast.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 72 pp. Englisch.

Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Mitigation techniques are currently being sought to ensure public safety in the event of intentional or accidental explosions. Building material fragmentation is a major cause of human injury during such events. One of the most common methods of construction in buildings is the use of masonry walls however; these walls are extremely vulnerable to blast pressure resulting in collapse, fragmentation, and severe injury to occupants. Blast tests and computational finite element models have shown significant improvement in the behavior of these walls when retrofitted with polymer or metallic membranes. But the cost of blast tests and high fidelity computational models make them impractical for day-to-day design. The research presented in this book developed resistance functions for three different scenarios of membrane retrofit unreinforced concrete masonry walls to lateral pressure. These functions were further coupled with single degree of freedom systems to predict the wall response to blast loads. This book provides a practical toolfor the design of membrane retrofit masonry walls exposed to lateral pressures such as wind and blast.