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岸塔式进水塔结构的抗震与稳定性分析
引用本文:程汉昆,赵宝友,马震岳. 岸塔式进水塔结构的抗震与稳定性分析[J]. 水电能源科学, 2011, 29(11): 94-96
作者姓名:程汉昆  赵宝友  马震岳
作者单位:大连理工大学建设工程学部水利工程学院,辽宁大连,116024
摘    要:以某水电站的岸塔式进水塔为例,采用ANSYS有限元仿真技术分析了该进水塔的自振特性,应用地震反应谱法研究了进水塔在三向地震动作用下的动力响应,与静力计算结果进行叠加并评价了进水塔的抗震安全性,同时利用动力时程分析法分析校核了进水塔的稳定性,可供同类工程的设计与研究参考。

关 键 词:进水塔; 结构; 抗震; 稳定性; 有限元法

Aseismic and Stability Analysis of Intake Tower in Hydropower Station
CHENG Hankun,ZHAO Baoyou,MA Zhenyue. Aseismic and Stability Analysis of Intake Tower in Hydropower Station[J]. International Journal Hydroelectric Energy, 2011, 29(11): 94-96
Authors:CHENG Hankun  ZHAO Baoyou  MA Zhenyue
Affiliation:School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:Taking intake tower in hydropower station for an example, ANSYS is used to analyze self vibration characteristics of the intake tower. And then the seismic response spectrum analysis method is applied to study the dynamic response of intake tower under three dimensional earthquake action. At the same time, it evaluates the aseismic safety with superposition static calculating results. Finally, dynamic time histories analysis method is adopted to verify the stability of intake tower. Thus, it provides reference for similar project design.
Keywords:intake tower   structure   earthquake resistance   stability   finite element method
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