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| 超高层建筑设计地震动参数的研究 | |
| 引用本文： | 赵晓辉,齐鑫,靳超宇. 超高层建筑设计地震动参数的研究[J]. 东北地震研究, 2010, 26(1): 45-49 |
| 作者姓名： | 赵晓辉 齐鑫 靳超宇 |
| 作者单位： | 辽宁省地震局,辽宁,沈阳,110034 |
| 摘 要： | 本文以沈阳市世纪华丰文化广场工程场地为例，在地震危险性分析的基础上，进行土层地震反应分析，对超高层建筑设计地震动参数的确定进行研究，为抗震设计提供可靠依据。 |
| 关 键 词： | 超高层建筑 地震危险性分析 地震反应分析 设计地震动参数 |
STUDY ON DESIGN SEISMIC GROUND MOTION PARAMETERS OF ULTRA-HIGH-RISE BUILDINGS |
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| ZHAO Xiao-hui,QI Xin,JIN Chao-yu. STUDY ON DESIGN SEISMIC GROUND MOTION PARAMETERS OF ULTRA-HIGH-RISE BUILDINGS[J]. Seismological Research of Northeast China, 2010, 26(1): 45-49 | |
| Authors: | ZHAO Xiao-hui QI Xin JIN Chao-yu |
| Affiliation: | (Earthquake A dminisration of Liaoning Province, Liaoning Shenyang 110034, China) |
| Abstract: | Take Huafeng century cultural plaza for example, the seismic hazard for the site is analyzed by the known probabilistic method, considering the effect of the earthquake responses of soil layers are also analyzed and the design seismic ground motion parameters of ultra-high-rise buildings is studied in this paper. The result provide a reliable basis for the seismic design. |
| Keywords: | ultra-high-rise buildings seismic hazard analysis seismic response analysis design seismic ground motion parameters |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |