摘要
结合课题组前期研究成果,对框支密肋壁板结构墙梁的计算方法进行研究。以弹性地基梁理论为基础,引用三角级数解析,给出框支密肋壁板结构墙梁内力理论计算公式,回归得出内力修正系数。总结出框支密肋壁板结构墙梁实用设计方法,为设计工作提供依据。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper. According to the theory of elastic foundation beam and quoting the trigonometric series analysis, the intemal force calculation formula of the Frame-Supported Multi-Ribbed Wall Beam is put forward, and the internal force correction coefficient in the formula is obtained by regression analysis at the same time. In the end, the practicality calculation theory which provide gist for design was difined.
出处
《工程建设与设计》
2008年第2期29-31,共3页
Construction & Design for Engineering
基金
陕西省自然科学基金研究项目(陕科[2004]68号)
陕西省教育厅自然科学专项基金(06JK264)
关键词
框支密肋壁板结构
墙梁
实用计算理论
flame-supported multi-ribbed slab structure
wallbeam
practicality calculation theory
