| 渡槽抗震分析中土层影响问题的讨论 |
| |
| 引用本文： | 楼梦麟,王凤武,尚伟,朱军. 渡槽抗震分析中土层影响问题的讨论[J]. 南水北调与水利科技（中英文）, 2005, 3(5): 34-37 |
| |
| 作者姓名： | 楼梦麟 王凤武 尚伟 朱军 |
| |
| 作者单位： | 1. 同济大学土木工程防灾国家重点实验室,上海,200092
2. 东深供水改造工程总指挥部,广东,东莞,523710 |
| |
| 基金项目： | 国家自然科学基金资助项目（50279031）,广东省东深供水改造工程关键技术科研攻关资助项目 |
| |
| 摘 要： | 为了研究土-结构相互作用对东深工程中三种不同类型渡槽结构地震响应的影响,针对工程场址土层的特点,文中对采用有限单元法进行土层动力分析时选取土层有限范围的问题进行了讨论.
|
| 关 键 词： | 东深工程 渡槽抗震分析 土层范围 |
| 文章编号： | 1672-1683（2005）05-0034-04 |
| 收稿时间： | 2005-08-12 |
| 修稿时间： | 2005-08-12 |
Study of Effects of Soil-site on Seismic Analysis of Aqueduct |
| |
| LOU Meng-lin,WANG Feng-wu,SHANG Wei,ZHU Zhu. Study of Effects of Soil-site on Seismic Analysis of Aqueduct[J]. South-to-North Water Transfers and Water Science & Technology, 2005, 3(5): 34-37 |
| |
| Authors: | LOU Meng-lin WANG Feng-wu SHANG Wei ZHU Zhu |
| |
| Abstract: | All of three types of aqueduct structures in Dongshen Engineering are built on soil-site. The effects ot dynamic soil-structure interaction must be considered in the seismic analysis of the structures. Therefore, the problem of reasonable range cut from the semi-infinite soil-site must be met and required to determined, when the finite element method is applied to analyze the dynamic response of the soil-site under the seismic excitation. This problem is discussed in this paper by numerical analysis according to the characteristics of the soil-site. |
| |
| Keywords: | Dongshen Engineering Aqueduct Aseismic analysis soil-site scope |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
