摘要
本文论述了钢筋混凝土筒承式圆筒仓水平地震作用计＃中底部剪力法的适用性，对不同的场地土类别，进行了单质点及多质点体系底部剪力法与振型分解反应谱法的对比分析，并提出了笔者对选择筒承式圆筒仓水平地震作用计算方法的建议。
The suitability of the Base Shear Method of horizontal seismic action on silossustained by the round steel-reinforced wall is analysed in the paper.Through the analysisand comparison of various types of site silos with the Vibration Mode Combination Method,suggestions are put forward for selecting the suitable calculation method of seimic action onthe silos for various types of site silos.
出处
《郑州粮食学院学报》
1995年第3期45-51,共7页
Journal of Zhengzhou Institute of Technology
