高耸复杂进水塔结构三维有限元分析  

Analysis for High-rise Intake Tower Bailianya Project by 3D-FEM

作　　者：彭金花[1] 

机构地区：[1]安徽建筑工业学院电子与信息工程学院,安徽合肥230601

出　　处：《安徽电子信息职业技术学院学报》2010年第5期28-30,共3页Journal of Anhui Vocational College of Electronics & Information Technology

基　　金：安徽省优秀青年基金项目:2009SQRZ099

摘　　要：本文采用三维有限元方法,对白莲崖水库泄洪洞进水塔高耸结构进行了整体空间应力分析,评价进水塔安全性能,指导施工期结构配筋,具有较大实际工程应有价值。The whole space stress and deformation for high-rise intake tower of Bailianya Hydropower Station was analyzed by using 3D-FEM.According to the results calculated by FEM,the performances of the high-rise structures were evaluated and summarized.Some useful conclusions are reached,which may serve as the distributed steel of design.The achievements are exceedingly valuable to design large projects.

关 键 词：进水塔 有限元 应力分析 

分 类 号：O241.82[理学—计算数学]