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| 太原市柴村高速公路收费站的地震响应分析 | |
| 引用本文： | 郭可,李海旺,赵治萍. 太原市柴村高速公路收费站的地震响应分析[J]. 山西建筑, 2003, 29(15): 8-10 |
| 作者姓名： | 郭可 李海旺 赵治萍 |
| 作者单位： | 1. 太原理工大学土木系结构工程专业在读研究生,山西太原,030024 2. 太原理工大学,山西太原,030024 3. 山西省建筑设计研究院,山西太原,030013 |
| 摘 要： | 应用有限元程序ANSYS，对结构整体进行了计算，并用振型分解反应谱法分析了其在地震作用下的响应，通过分析，得出该结构自振特性及其在水平和垂直地震作用下的不同特征。 |
| 关 键 词： | 有限元法 单层柱面网壳 地震响应 振型分解反应谱法 |
| 文章编号： | 1009-6825(2003)15-0008-03 |
Seismic response analysis of Chaichun toll station in Taiyuan |
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| GUO ke LI Hai-wang ZHAO Zhi-ping. Seismic response analysis of Chaichun toll station in Taiyuan[J]. Shanxi Architecture, 2003, 29(15): 8-10 | |
| Authors: | GUO ke LI Hai-wang ZHAO Zhi-ping |
| Affiliation: | GUO ke 1 LI Hai-wang 1 ZHAO Zhi-ping 2 |
| Abstract: | Applying finite element program -ANSYS calculation is made for entire structure. Its seismic response is also analyzed by means of mode-shape decomposition response spectrum method, through analysis the natural vibration features of the structure and its response features under lateral and vertical seismic excitation are obtained. |
| Keywords: | finite element method single-layer cylindrical reticulated shell seismic response mode-shape decomposition response spectrum method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |