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- W2348286987 abstract "Non-iterative computational method for the nonlinear time-history response of base-isolated structures e- quipped with lead-rubber hearings (LRB) was presented.In the method proposed,the base-isolated structure was mod- eled as inter-story shear model with bilinear hysteresis at the isolation level,and the inter-story shear force vector was used as variable in the nonlinear second-order differential equation of motion.By introducing state variables,the equation was reduced to first-order state-space differential equation.The shear force at the isolation level was determined by use of Mas- ing criteria,which is suitable for the nonlinear hysteretic model.The flow chart to calculate the shear force at the isolation level was provided.Classical Runge-Kutta method was used to solve the first-order state-space differential equation.The non-iterative computational method proposed can avoid the iterative operation and make programming easier.In the nu- merical experiment,comparison between the method proposed and the conventional Newton-Raphson iterative method was carried out,which shows that time-history results obtained by both methods are very close to each other.The relative er- rors are small and accuracy demand of engineering computation can be satisfied." @default.
- W2348286987 created "2016-06-24" @default.
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- W2348286987 date "2008-01-01" @default.
- W2348286987 modified "2023-09-27" @default.
- W2348286987 title "NON-ITERATIVE COMPUTATIONAL METHOD FOR NONLINEAR TIME-HISTORY RESPONSE OF LBR BASE-ISOLATED STRUCTURES" @default.
- W2348286987 hasPublicationYear "2008" @default.
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