In the past, many earthquakes have caused severe damage to structures. The extent of damage would be greater for structures which are irregular in plan or have uneven distribution of mass and/or stiffness. Most of the structures have some level of irregularity and hence to make them stable against earthquakes, the main objective is to reduce the lateral-torsional response mainly by avoiding the eccentricity which is produced due to uneven mass-stiffness distribution. However, there are many restrictions for avoiding the eccentricity due to stringent architectural and functional requirements and hence in such cases, implementation of energy dissipation devices proves to be an effective solution to minimize lateral-torsional response of buildings. The work presented herein includes the novel and extensive parametric study carried out to investigate the effectiveness of various dampers as well as the effects of torsional couplings on the effectiveness of passive and semi-active control systems for single and multi-story asymmetric buildings. The results and conclusions derived from the study shall give the firm idea about the seismic response of asymmetric building.
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In the past, many earthquakes have caused severe damage to structures. The extent of damage would be greater for structures which are irregular in plan or have uneven distribution of mass and/or stiffness. Most of the structures have some level of irregularity and hence to make them stable against earthquakes, the main objective is to reduce the lateral-torsional response mainly by avoiding the eccentricity which is produced due to uneven mass-stiffness distribution. However, there are many restrictions for avoiding the eccentricity due to stringent architectural and functional requirements and hence in such cases, implementation of energy dissipation devices proves to be an effective solution to minimize lateral-torsional response of buildings. The work presented herein includes the novel and extensive parametric study carried out to investigate the effectiveness of various dampers as well as the effects of torsional couplings on the effectiveness of passive and semi-active control systems for single and multi-story asymmetric buildings. The results and conclusions derived from the study shall give the firm idea about the seismic response of asymmetric building.
Dr. Snehal V. Mevada is working at Structural Engineering Department, Birla Vishvakarma Mahavidyalaya (Engineering College), Vallabh Vidyanagar, Gujarat, India. Dr. R. S. Jangid is Professor at Civil Engineering Department, Indian Institute of Technology Bombay, Mumbai, India.The authors research areas are Earthquake Engg. and Vibration Control.
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 -In the past, many earthquakes have caused severe damage to structures. The extent of damage would be greater for structures which are irregular in plan or have uneven distribution of mass and/or stiffness. Most of the structures have some level of irregularity and hence to make them stable against earthquakes, the main objective is to reduce the lateral-torsional response mainly by avoiding the eccentricity which is produced due to uneven mass-stiffness distribution. However, there are many restrictions for avoiding the eccentricity due to stringent architectural and functional requirements and hence in such cases, implementation of energy dissipation devices proves to be an effective solution to minimize lateral-torsional response of buildings. The work presented herein includes the novel and extensive parametric study carried out to investigate the effectiveness of various dampers as well as the effects of torsional couplings on the effectiveness of passive and semi-active control systems for single and multi-story asymmetric buildings. The results and conclusions derived from the study shall give the firm idea about the seismic response of asymmetric building. 336 pp. Englisch. N° de réf. du vendeur 9783659820571
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Mevada Snehal V.Dr. Snehal V. Mevada is working at Structural Engineering Department, Birla Vishvakarma Mahavidyalaya (Engineering College), Vallabh Vidyanagar, Gujarat, India. Dr. R. S. Jangid is Professor at Civil Engineering Depar. N° de réf. du vendeur 158962807
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -In the past, many earthquakes have caused severe damage to structures. The extent of damage would be greater for structures which are irregular in plan or have uneven distribution of mass and/or stiffness. Most of the structures have some level of irregularity and hence to make them stable against earthquakes, the main objective is to reduce the lateral-torsional response mainly by avoiding the eccentricity which is produced due to uneven mass-stiffness distribution. However, there are many restrictions for avoiding the eccentricity due to stringent architectural and functional requirements and hence in such cases, implementation of energy dissipation devices proves to be an effective solution to minimize lateral-torsional response of buildings. The work presented herein includes the novel and extensive parametric study carried out to investigate the effectiveness of various dampers as well as the effects of torsional couplings on the effectiveness of passive and semi-active control systems for single and multi-story asymmetric buildings. The results and conclusions derived from the study shall give the firm idea about the seismic response of asymmetric building.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 336 pp. Englisch. N° de réf. du vendeur 9783659820571
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In the past, many earthquakes have caused severe damage to structures. The extent of damage would be greater for structures which are irregular in plan or have uneven distribution of mass and/or stiffness. Most of the structures have some level of irregularity and hence to make them stable against earthquakes, the main objective is to reduce the lateral-torsional response mainly by avoiding the eccentricity which is produced due to uneven mass-stiffness distribution. However, there are many restrictions for avoiding the eccentricity due to stringent architectural and functional requirements and hence in such cases, implementation of energy dissipation devices proves to be an effective solution to minimize lateral-torsional response of buildings. The work presented herein includes the novel and extensive parametric study carried out to investigate the effectiveness of various dampers as well as the effects of torsional couplings on the effectiveness of passive and semi-active control systems for single and multi-story asymmetric buildings. The results and conclusions derived from the study shall give the firm idea about the seismic response of asymmetric building. N° de réf. du vendeur 9783659820571
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