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- W2014330190 abstract "The present paper analyses the behaviour of moment resisting frames in reinforced concrete subject to earthquakes recorded in near-field areas. In these areas, the signals show impulsive-type accelerograms, with velocity and displacement peaks higher than in far-field zones especially for the fault-normal component of the ground motion velocity in the direction of propagation of the wave, which shows large-amplitude pulses. In the following, seven near-field signals scaled in agreement with the design spectrum of the Italian code (NTC, 2008) have been adopted to perform a nonlinear analysis on a six-story frame. The response has also been determined for the same frame protected once with hysteretic-type energy dissipaters and once with base isolators. The aim of the present study is to acquire quantitative knowledge on the near-field ground motion effects on frame buildings and on their damage also in the presence of passive seismic protection systems." @default.
- W2014330190 created "2016-06-24" @default.
- W2014330190 creator A5067867372 @default.
- W2014330190 date "2014-01-01" @default.
- W2014330190 modified "2023-10-18" @default.
- W2014330190 title "Response of frames seismically protected with passive systems in near-field areas" @default.
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- W2014330190 doi "https://doi.org/10.1504/ijstructe.2014.065916" @default.
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