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基于SAP2000的某水闸抗震性能分析
引用本文:曾聪,潘文,陶忠,贺世伟,杨建荣. 基于SAP2000的某水闸抗震性能分析[J]. 三峡大学学报(自然科学版), 2009, 31(5): 29-31
作者姓名:曾聪  潘文  陶忠  贺世伟  杨建荣
作者单位:1. 东北电力大学,建筑工程学院,吉林,吉林市,132012;昆明理工大学,建筑工程学院,昆明,650224
2. 昆明理工大学,建筑工程学院,昆明,650224
摘    要:以云南省昆明市某河闸为例,使用通用有限元软件SAP2000对河闸进行整体建模.除了最不利静力工况计算外,还使用反应谱法对河闸在地震工况下的抗震性能进行计算分析,得到河闸闸房框架的最小配筋率和层间位移角,并由此判断该河闸当前是否具备足够的抗震能力.

关 键 词:水闸  抗震性能  反应谱分析  SAP2000

Aseismic Performance Analysis of a Certain Sluice Based on SAP2000
Zeng Cong,Pan Wen,Tao Zhong,He Shiwei,Yang Jianrong. Aseismic Performance Analysis of a Certain Sluice Based on SAP2000[J]. Journal of China Three Gorges University(Natural Sciences), 2009, 31(5): 29-31
Authors:Zeng Cong  Pan Wen  Tao Zhong  He Shiwei  Yang Jianrong
Affiliation:Zeng Cong, Pan Wen, Tao Zhong, He Shiwei, Yang Jianrong (1. College of Civil Engineering & Architecture, Northeast Electric Power Univ. , Jilin 132012, China; 2. College of Civil Engineering & Architecture, Kunming Univ. of Science & Technology, Kunming 650224, China)
Abstract:Sluice is a lifeline project; its aseismic performance is very important. Many of active sluices were built in the early stage of national foundation; the design and construction levels were lag behind at that time. Taking a certain river sluice in Yunnan province for example, 3D calculation model were established using FEM software SAP2000. Besides the worst-static load case, aseismic performance under earthquake load are calculated by means of response spectrum analysis. Minimum ratio of reinforcement and drift of sluice frame are obtained; and according to the results, it is concluded that the sluice is still available.
Keywords:SAP2000
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