Case studies of damage to 19-storey irregular steel moment-frame buildings under near-source ground motion.
This paper describes the three-dimensional nonlinear analysis of six 19-storey steel moment-frame buildings, designed per the 1997 Uniform Building Code, under strong ground motion records from near-source earthquakes with magnitudes in the range of 6.7?7.3. Three of these buildings possess a reentr...
| 发表在: | Earthquake engineering & structural dynamics. 36, 7 (2007). |
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| 格式: | 文件 |
| 语言: | English |
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