CALCULATION MODEL OF MULTI-RIBBED COMPOSITE WALL STRUCTURE UNDER TRANSVERSE LOADS

摘要：

The multi-ribbed composite wall structure is a new, light and energy-saving residential building structure with good earthquake-resistant performance. It is very important to study the system of the structure to improve the wall innovation and building saving energy in our country. Quantitative analysis of components bearing load in multi-ribbed composite wall structure is the structure systems theory basis for more development. In the paper, taking the structure as sandwich cantilever beam, a mechanics model is proposed, and the transverse displacement of the structure,shearing and bending formula of components is presented by mechanics analyses according to deformation consistence theory. The theory presented in the paper adapt to analyzing multi-ribbed slab structure, it gives the theory basis of the structure for more development.

关键词： multi-ribbed slab structure calculation model mechanics characteristic transverse load

作者: Mingsheng He

作者单位: Shihezi University, China

会议类型: 国际会议

会议名称: The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)

会议地点: 烟台·北京

会议语种:英文

页码: 533-538

在线出版日期: 2007-10-10（万方平台首次上网日期，不代表论文的发表时间）