【摘要】 本文是在[1]的基础上用等效有限条法来计算高层建筑框支剪力墙在侧向荷载作用下的位移和应力。本文采用三种不同的计算模式对同一实例进行了比较计算,结果都是相当接近。与有限元法相比,具有节省内存,节省机时,而且输入数据少,便于用户使用等优点。更多还原

【Abstract】 The paper is based on document 1, by using equivalent finite strip method to calculate the placement and stress for high building constructurc frame support shearing stress wall under the side load. Using three different calculating models, the paper calculates the same example in comparison the results arc very approximate. It has more advantages than finite clement method, saving computer times, less inpute data and convenience for users.更多还原