| 高耸结构纵向地震力影响分析 |
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| 引用本文： | 胥润生.高耸结构纵向地震力影响分析[J].重庆交通大学学报(自然科学版),2000,19(2):94-98. |
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| 作者姓名： | 胥润生 |
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| 作者单位： | 重庆交通学院,西南水运工程科学研究所,重庆,400016 |
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| 摘 要： | 推导了高耸结构（杆件）波传播运动方程、连续方程和特征线求解方法．并考虑结构弹性模量隐应变及振动频率的变化，对地震波作用下结构的受力状况进行了分析．
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| 关 键 词： | 高耸结构 特征线法 地震波 |
Analysis of influence of earthquake longitudinal wave on tower structure |
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| XU Reng-sheng.Analysis of influence of earthquake longitudinal wave on tower structure[J].Journal of Chongqing Jiaotong University,2000,19(2):94-98. |
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| Authors: | XU Reng-sheng |
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| Abstract: | The wave equation, continuous equation for tower structure and the method of characteristic line ,are derived in this paper, and variation of structure modulus of elasticity with strain and vibration frequency being considered, state of stress on the structure affected by earthquake wave is analyzed. |
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| Keywords: | tower structure characteristic line earthquake wave |
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