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- W2014336075 abstract "Abstract An efficient stiffness design method for building structures is proposed in which nonlinear soil amplification and soil–structure interaction are taken into account in terms of equivalent linearization. A sway-rocking shear building model with appropriate ground impedances derived from both finite-element analysis and the equivalent linearization technique is used as a simplified design model and super-structure stiffnesses satisfying a desired stiffness performance condition are determined for a ground-surface response spectrum. The ground-surface response spectrum is transformed from the design response spectrum defined at the upper surface level of the engineering bedrock via the equivalent linearization technique and the one-dimensional wave propagation theory. In the process of the super-structure stiffness design, an improved and advanced inverse formulation is developed which regards the fundamental natural frequency of the interaction model as a principal design parameter. The reliability and accuracy of the proposed stiffness design method are examined by a two-dimensional finite-element model. Inelastic response characteristics of the so-designed model are also investigated." @default.
- W2014336075 created "2016-06-24" @default.
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- W2014336075 date "2002-11-01" @default.
- W2014336075 modified "2023-09-27" @default.
- W2014336075 title "Simplified inverse stiffness design for nonlinear soil amplification" @default.
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- W2014336075 doi "https://doi.org/10.1016/s0141-0296(02)00057-3" @default.
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