摘要
用差分方程法求得在常见的一种水平荷载作用下对称高层单跨框架的解析解，进而导出对称双肢剪力墙的内力解析式。所给的这两种高层结构的计算公式简单明了。此法力学概念清晰，结果精确可靠，尤其是计算相当便捷、经济。
An analytic solution to the symmetrical highrise frames under the common horizontal load is found by means of difference equation.Furthermore,the internal force analytic solution to symmetrical battened shear walls is also derived.The suggested formulae for calculating those two high rise structures are simple and clear.The conception of mechanics in this method is distinct and the results are accurate and reliable.Especially the calculating process is easy and economical.
出处
《工业建筑》
CSCD
北大核心
1998年第9期27-30,36,共5页
Industrial Construction
关键词
水平荷载
单跨框架
双肢剪力墙
解析解
高层建筑
quasi uniform load high-rise single span frame battened shear wall analytic solution
