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• W2106033603 abstract "Strength-reduction factors are analyzed for simplified near-fault, fault-normal and fault-parallel strong-motion displacements. It is shown that the common design rules for selection of the strength-reduction factors are conservative and properly describe the reduction amplitudes near faults of strong earthquakes, for fault-normal pulses. However, for fault-parallel displacements, the same reduction factors are not conservative and should be changed. It is recommended that for design close to active faults, the strength-reduction factors for all components of motion should be constant for all periods and equal to (2μ−1)1/2, where μ is ductility." @default.
• W2106033603 created "2016-06-24" @default.
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• W2106033603 date "2008-03-01" @default.
• W2106033603 modified "2023-10-18" @default.
• W2106033603 title "A note on strength-reduction factors for design of structures near earthquake faults" @default.
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• W2106033603 doi "https://doi.org/10.1016/j.soildyn.2007.06.010" @default.
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