As India is a developing nation with increasing economy and infrastructure, therefore development of highrise building frame is at its peak thus stability of structure against seismic forces are must. As infill walls are the most economical type of lateral load resisting members. Its utilization and its effectiveness must be observed against lateral load. Due to introduction of infilled walls there is significant increase in the stiffness and strength, decrease in the natural period of vibration, increase in the base shear, and increase in the shear forces and bending moment in the ground storey columns. In case of structure without infilled walls, this masonry structure acts as an extra mass and does not show any significant effects. In a braced frame building, the resistance to horizontal forces is provided by vertical and horizontal bracing. Main aim of this thesis is to Study on the effect of infill material on the behaviour of structure. In this study it is concluded that infill walls are lateral load resisting members and variation in forces, moment and deflection arises due to openings in infill walls. For analysis and designing analysis tool Staad.pro is considered.
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EUR 9,70 per la spedizione da Germania a Italia
Destinazione, tempi e costiDa: moluna, Greven, Germania
Condizione: New. Codice articolo 490541997
Quantità: Più di 20 disponibili
Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -As India is a developing nation with increasing economy and infrastructure, therefore development of highrise building frame is at its peak thus stability of structure against seismic forces are must. As infill walls are the most economical type of lateral load resisting members. Its utilization and its effectiveness must be observed against lateral load. Due to introduction of infilled walls there is significant increase in the stiffness and strength, decrease in the natural period of vibration, increase in the base shear, and increase in the shear forces and bending moment in the ground storey columns. In case of structure without infilled walls, this masonry structure acts as an extra mass and does not show any significant effects. In a braced frame building, the resistance to horizontal forces is provided by vertical and horizontal bracing. Main aim of this thesis is to Study on the effect of infill material on the behaviour of structure. In this study it is concluded that infill walls are lateral load resisting members and variation in forces, moment and deflection arises due to openings in infill walls. For analysis and designing analysis tool Staad.pro is considered. 52 pp. Englisch. Codice articolo 9786203921939
Quantità: 2 disponibili
Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
Taschenbuch. Condizione: Neu. Neuware -As India is a developing nation with increasing economy and infrastructure, therefore development of highrise building frame is at its peak thus stability of structure against seismic forces are must. As infill walls are the most economical type of lateral load resisting members. Its utilization and its effectiveness must be observed against lateral load. Due to introduction of infilled walls there is significant increase in the stiffness and strength, decrease in the natural period of vibration, increase in the base shear, and increase in the shear forces and bending moment in the ground storey columns. In case of structure without infilled walls, this masonry structure acts as an extra mass and does not show any significant effects. In a braced frame building, the resistance to horizontal forces is provided by vertical and horizontal bracing. Main aim of this thesis is to Study on the effect of infill material on the behaviour of structure. In this study it is concluded that infill walls are lateral load resisting members and variation in forces, moment and deflection arises due to openings in infill walls. For analysis and designing analysis tool Staad.pro is considered.Books on Demand GmbH, Überseering 33, 22297 Hamburg 52 pp. Englisch. Codice articolo 9786203921939
Quantità: 2 disponibili
Da: AHA-BUCH GmbH, Einbeck, Germania
Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - As India is a developing nation with increasing economy and infrastructure, therefore development of highrise building frame is at its peak thus stability of structure against seismic forces are must. As infill walls are the most economical type of lateral load resisting members. Its utilization and its effectiveness must be observed against lateral load. Due to introduction of infilled walls there is significant increase in the stiffness and strength, decrease in the natural period of vibration, increase in the base shear, and increase in the shear forces and bending moment in the ground storey columns. In case of structure without infilled walls, this masonry structure acts as an extra mass and does not show any significant effects. In a braced frame building, the resistance to horizontal forces is provided by vertical and horizontal bracing. Main aim of this thesis is to Study on the effect of infill material on the behaviour of structure. In this study it is concluded that infill walls are lateral load resisting members and variation in forces, moment and deflection arises due to openings in infill walls. For analysis and designing analysis tool Staad.pro is considered. Codice articolo 9786203921939
Quantità: 1 disponibili