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景洪水电站升船机塔楼结构地震响应分析
引用本文:杨静,杨海霞,刘金堂,朱国金. 景洪水电站升船机塔楼结构地震响应分析[J]. 云南水力发电, 2007, 23(6): 42-46
作者姓名:杨静  杨海霞  刘金堂  朱国金
作者单位:1. 河海大学土木工程学院,江苏,南京,210098
2. 中国水电顾问集团,昆明勘测设计研究院,云南昆明,650050
摘    要:以景洪水电站升船机塔楼结构为工程背景,采用大型有限元程序ANSYS为数值模拟工具,当浮筒里充满水时〔H1〕,计算分析得到塔楼结构的自振特性,在此基础上,通过振型反应谱法,分别计算了塔楼在水平和竖向地震作用下的动位移、动应力和加速度谱值。最后,用Tecplot软件显示ANSYS得到的动力与静力叠加结果等值线图,即塔楼结构在地震工况下的变形与应力,为结构抗震设计提供了重要的依据。

关 键 词:升船机塔楼  地震响应  反应谱法
文章编号:1006-3951(2007)06-0042-05
收稿时间:2007-09-18
修稿时间:2007-09-18

Seismic Response Analysis of the Ship Lifter Tower Structure of Jinghong Hydropower Station
YANG Jing,YANG Hai-xia,LIU Jing-tang,ZHU Guo-jin. Seismic Response Analysis of the Ship Lifter Tower Structure of Jinghong Hydropower Station[J]. Yunnan Water Power, 2007, 23(6): 42-46
Authors:YANG Jing  YANG Hai-xia  LIU Jing-tang  ZHU Guo-jin
Abstract:Taking the ship lifter tower structure of Jinghong Hydroelectric Power Project as the object of study,the paper firstly obtained the self-oscillation characteristics of the tower structure through calculation and analysis made at the time when the float chamber was filled with water(H1) using the finite element program ANSYS for numerical simulation,then based on which calculated spectrum values of dynamic displacement,dynamic stress and acceleration of the tower structure under horizontal and vertical seismic effects using the vibration mode response spectrum method respectively and finally used software Tecplot to display the isograms of dynamic and static superposition results,which were obtained by ANSYS,i.e.strain and stress of the tower structure under earthquake conditions.The paper provides important basis for aseismatic design of the structure.
Keywords:ANSYS
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