摘要
将单层厂房的屋盖简化成剪切梁 ,柱刚度连续化 ,建立振动方程后 ,给出边界条件的数学表达式 ,推导出行进波作用下两端有山墙厂房的拟静态反应及动态反应的计算公式 .
Taking the roof of an 1 storied industrial building as a shear beam and the column stiffness as being continuously distributed, and giving the mathematical formulas of boundary conditions with established vibration equations, the paper gives solution of quasi static and dynamic responses of 1 storeyed industrial buildings with gable walls at both ends under travelling waves. Also, the influence of propagation velocity of seismic waves on the different stiffness of buildings is analyzed.
出处
《北方工业大学学报》
2000年第1期86-92,共7页
Journal of North China University of Technology
基金
国家自然科学基金资助项目
