摘要
在分析水电站排架结构形式的基础上,优选内力计算方法,修正抗剪刚度系数和转动刚度,根据结构的实际受力状态,考虑各种影响因素,建立了一般水电站厂房排架的数学模型.
The paper selects the calculation method of internal force and corrects the coefficience of shearing stiffness and rotational stiffness on the basis of analyzing the structure of bent frame of general hydropower house. It proposes to set up mathematic model on the bent frame of hydropower house with consideration of all kinds of factors that powerhouse structure sustains real heavy loads.
出处
《河南大学学报(自然科学版)》
CAS
北大核心
2007年第6期652-654,共3页
Journal of Henan University:Natural Science
关键词
水电站
厂房排架
结构形式
计算方法
hydropower
house bent frame
structural style
selecting calculation method