%0 Journal Article
%T CALCULATION METHOD OF MULTI-RIBBED COMPOSITE WALL STRUCTURE UNDER<br>水平载荷作用下密肋复合墙体计算方法研究
%A HE Mingsheng
%A YAO Qianfeng
%A HUANG Wei
%A LI Bin
%A <br>何明胜
%A 姚谦峰
%A 黄炜
%A 李斌
%J 力学与实践
%D 2008
%I 
%X Taking the structure system as a sandwich composite element, a calculation model is proposed, and the lateral displacement of the structure, shearing force and bending moment of the components are obtained according to deformation compatibility. The calculation analysis shows that shear force distribution of components is only related to with stiffness and width of components, and shear stress in upper internal composite slab is larger than that of lower slab; bending moment distribution coefficient of components decreases as $\lambda $ increases, and whole structure is strengthened, and when $\lambda $ is enough large, mechanical behavior of structure is similar to a cantilever member.
%K 密肋复合墙体
%K 计算方法
%K 水平载荷
%K 协同工作
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=C59DBF8EB1020F1D5E3E410752DB1E7A&yid=67289AFF6305E306&vid=340AC2BF8E7AB4FD&iid=94C357A881DFC066&sid=9971A5E270697F23&eid=933658645952ED9F&journal_id=1000-0879&journal_name=力学与实践&referenced_num=0&reference_num=6