A procedure to select ground-motion time histories for deterministic seismic hazard analysis from the Next Generation Attenuation (NGA) database
In performance-based seismic design, ground-motion time histories are needed for analyzing dynamic responses of nonlinear structural systems. However, the number of ground-motion data at design level is often limited. In order to analyze seismic performance of structures, ground-motion time historie...
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| Main Authors: | , , |
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| 格式: | Article |
| 語言: | English |
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2018
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| 在線閱讀: | https://hdl.handle.net/10356/90159 http://hdl.handle.net/10220/47236 |
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