Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of Energy Dissipation Devices in Mitigation of Blast-Induced Vibration of Buildings
Control of structural vibration because of seismic forces has been widely studied as of late. However, concentrates on vibration control of structures against underground impacts are limited. The focus of this research is on passive structural control devices. Passive systems incorporate a scope of materials and devices for upgrading structural damping, stiffness, and strength. Dampers have become more popular recently for vibration control of structures, because of their safe, effective, and economical design. The underground blast-induced ground motion is modelled by an exponentially decaying function in this study. The impact of the different parameters on execution is analysed in the time domain by considering a single degree of freedom model and a sensible five-story working as multi-degree freedom system. The devices considered and compared by their effectiveness in reducing responses in the current study are friction damper, viscoelastic damper, and viscous damper.
Performance of Energy Dissipation Devices in Mitigation of Blast-Induced Vibration of Buildings
Control of structural vibration because of seismic forces has been widely studied as of late. However, concentrates on vibration control of structures against underground impacts are limited. The focus of this research is on passive structural control devices. Passive systems incorporate a scope of materials and devices for upgrading structural damping, stiffness, and strength. Dampers have become more popular recently for vibration control of structures, because of their safe, effective, and economical design. The underground blast-induced ground motion is modelled by an exponentially decaying function in this study. The impact of the different parameters on execution is analysed in the time domain by considering a single degree of freedom model and a sensible five-story working as multi-degree freedom system. The devices considered and compared by their effectiveness in reducing responses in the current study are friction damper, viscoelastic damper, and viscous damper.
Performance of Energy Dissipation Devices in Mitigation of Blast-Induced Vibration of Buildings
Sahu, Deepak Kumar (Autor:in) / Patro, Sanjaya Kumar (Autor:in)
ASCE India Conference 2017 ; 2017 ; New Delhi, India
13.12.2018
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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