检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]浙江大学建筑工程学院,浙江杭州310058 [2]浙江展诚建设集团有限公司,浙江杭州310005
出 处:《浙江大学学报(工学版)》2008年第9期1489-1493,共5页Journal of Zhejiang University:Engineering Science
基 金:国家自然科学基金资助项目(50678157);浙江大学-浙江展诚建设集团现代施工技术中心资助项目
摘 要:针对预应力空间结构中的拉索存在较大预应力误差问题,提出了索力修正分析方法,该方法的分析过程分两个阶段进行:第一阶段起点为结构的"零预应力态",终点为结构存在预应力误差的"实测预应力态",通过结构分析计算使各拉索存在的张力计算值与实测值相拟合;第二阶段起点为"实测预应力态",终点为结构理想的"设计预应力态",通过结构分析计算使各拉索的存在张力计算值与设计值相拟合,采用循环迭代的求解方法得到各拉索的施工张力修正值.工程算例表明,本分析方法可应用于预应力空间结构索力修正施工的仿真分析,利用其计算结果可使结构中的索力修正施工变得有序、简捷、准确.Aiming at large errors of cable' s prestressing force in prestressed space structures, a new mechanics analysis method of cable's prestressing force correction construction was presented. The analysis process was divided into two phases. In the first phase, the analysis was started at the "zero prestressing force status" of the structure, and ended at the "measured prestressing force status" of the structure with prestressing force errors. The subsistent tensile force calculation values of each cable were forced to meet the measured values through structural analysis and calculation. In the second phase, the starting point of analysis was the "measured prestressing force status", and the ending point was the ideal "designed prestressing force status" of the structure. The subsistent tensile force calculation values of each cable were forced to meet the design values through structural analysis and calculation, so the correction construction prestressing force values of each cable could be solved exactly using a few steps of iteration calculation. The illustrative example shows that, this new analysis method can be applied to the prestressing force correction construction simulation analysis for prestressed structures. The cable's prestressing force correction construction will be methodic, simple and accurate with the results of the analysis.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.117