摘要
以梁的配筋和截面有效高度为优化设计变量 ,导出了 RC框架梁的优化配筋率和优化设计高度 ,并给出了各种荷载作用下 ,不同设防烈度和场地类别条件下的截面优化设计高度表达式 ,为设计人员提供了方便 .
In this thesis, the author derives the optimized reinforcement ratio and planned height for the RC frame beam, taking as the variable the reinforcement ratio and the valid height of the cross section. The author also presents the optimized design expression for the cross section under the actions of varied loads, differentiated preventive intensity and working sites. It facilitates the designers in their designing work.
出处
《青岛建筑工程学院学报》
2003年第3期9-12,共4页
Journal of Qingdao Institute of Architecture and Engineering
关键词
钢筋混凝土
框架
梁
截面优化
烈度
配筋率
优化设计
reinforced concrete beam, optimized cross section, optimized reinforced bar ratio, optimized planned height
