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竖向地震对建筑结构抗震性能的影响研究
引用本文:阿肯江·托呼提.竖向地震对建筑结构抗震性能的影响研究[J].新疆大学学报(理工版),2005,22(2):237-242.
作者姓名:阿肯江·托呼提
作者单位:新疆大学建筑工程学院,新疆乌鲁木齐830008
摘    要:应用弹塑性时程分析方法研究了组合墙结构在竖向和水平地震共同作用下的抗震性能.研究结果表明结构的最大层间位移由于受到竖向地震的影响有向结构中部转移的趋势.而且,层间位移增大.

关 键 词:竖向地震作用  抗震性能  弹塑性时程分析方法

The Influence of Vertical Earthquake Excitation on Earthquake Resistance Behavior of Buildings
Akenjiang Tohuti.The Influence of Vertical Earthquake Excitation on Earthquake Resistance Behavior of Buildings[J].Journal of Xinjiang University(Science & Engineering),2005,22(2):237-242.
Authors:Akenjiang Tohuti
Abstract:In this thesis, a composite masonry wall building has been calculated by means of the dynamic elastic-plastic time history analysis method under the vertical earthquake and horizontal earthquake excitation simultaneously. The results of the study show that the maximum inter storey displacement moves from first storey to mid-height of the building and the value of it is increased compared with the results considering horizontal earthquake excitation only.
Keywords:vertical earthquake excitation  earthquake resistance behavior  dynamics elastic-plastic time history analysis
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