Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Semi-Active Hybrid Isolation System for Buildings Subject to Near-Field Earthquakes
Recently, a resetting or switching semi-active stiffness damper (RSASD or SSASD) has been shown to be effective in reducing the structural response due to dynamic loads. In this paper, a semi-active hybrid isolation system, consisting of rubber-bearing isolators and resetting or switching semi-active stiffness dampers is proposed. The performance of such a semi-active hybrid isolation system is studied extensively for the response control of buildings subject to near-field earthquakes. Numerical results clearly demonstrate that the resetting semi-active stiffness damper is capable of protecting the integrity of base-isolated structures during near-field earthquakes.
A Semi-Active Hybrid Isolation System for Buildings Subject to Near-Field Earthquakes
Recently, a resetting or switching semi-active stiffness damper (RSASD or SSASD) has been shown to be effective in reducing the structural response due to dynamic loads. In this paper, a semi-active hybrid isolation system, consisting of rubber-bearing isolators and resetting or switching semi-active stiffness dampers is proposed. The performance of such a semi-active hybrid isolation system is studied extensively for the response control of buildings subject to near-field earthquakes. Numerical results clearly demonstrate that the resetting semi-active stiffness damper is capable of protecting the integrity of base-isolated structures during near-field earthquakes.
A Semi-Active Hybrid Isolation System for Buildings Subject to Near-Field Earthquakes
Agrawal, A. K. (Autor:in) / Yang, J. N. (Autor:in)
Structures Congress 2000 ; 2000 ; Philadelphia, Pennsylvania, United States
27.04.2000
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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