| 徕远广场结构设计地震波的确定 |
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| 引用本文： | 唐丽华,宁学将,王坚,葛鸣.徕远广场结构设计地震波的确定[J].高原地震,2005,17(3):47-52. |
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| 作者姓名： | 唐丽华 宁学将 王坚 葛鸣 |
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| 作者单位： | 1. 新疆防御自然灾害研究所,新疆,乌鲁木齐,830011
2. 新疆昆仑监理公司,新疆,乌鲁木齐,830000 |
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| 摘 要： | 选择合适的人造地震动时程是高层建筑采用时程分析法计算地震作用的基础。介绍了徕远广场结构设计地震波的确定方法及过程。鉴于各条地震波输入进行时程分析的结果的离散性，提出可以采用场地土层反应分析得到的地表加速度时程及按照《高层技术规程》设计规准谱拟合人造波作为结构设计地震波。
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| 关 键 词： | 高层建筑 时程分析法 设计地震波 |
| 文章编号： | 1005-586X(2005)03-0047-06 |
| 收稿时间： | 03 18 2005 12:00AM |
| 修稿时间： | 08 5 2005 12:00AM |
DETERMINATION OF SEISMIC WAVE OF STRUCTURAL DESIGN OF LAIYUAN SQUARE |
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| TANG Li-hua,NING Xue-jiang,WANG Jian,GE Ming.DETERMINATION OF SEISMIC WAVE OF STRUCTURAL DESIGN OF LAIYUAN SQUARE[J].Plateau Earthquake Research,2005,17(3):47-52. |
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| Authors: | TANG Li-hua NING Xue-jiang WANG Jian GE Ming |
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| Abstract: | Appropriate artificial seismic time history is the basis of calculating earthquake action on tall buildings applying time history analysis method.The method and process of definition of seismic wave of structural design for Laiyuan Square are introduced.Because of discrete results of time history analysis,seismic waves of structural design are obtained from two aspects as follows:the one is output seismic wave of soil response analysis;the other is artificial seismic wave according to normative spectra and surficial accelerations. |
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| Keywords: | Tall buildings Time history analysis method Seismic wave of structural design |
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