Nonlinear dynamically automated excursions for rubber-steel bearing isolation in multi-storey construction

Conventional building design includes the concept of providing more stiff structural solution to withstand the lateral seismic loading. Introduction of flexible elements at the base of a structure and at the same time ensuring enough damping is the evocative alternate option to mitigate seismic haza...

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Veröffentlicht in:	Automation in construction 2013-03, Vol.30, p.265-275
Hauptverfasser:	Islam, A.B.M. Saiful, Hussain, Raja Rizwan, Jumaat, Mohd Zamin, Rahman, Muhammad Ashiqur
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Automated implication Base isolation Bearing Buildings Buildings. Public works Construction Damping Dynamic approach Exact sciences and technology Finite element method Geotechnics High rise building Isolators Mathematical models Nonlinear analysis Nonlinear dynamics Nonlinearity Rubber-steel bearings Seismic excursion Stresses. Safety Structural analysis. Stresses Structure-soil interaction Types of buildings
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