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
作 者:彭超 PENG Chao(China Railway Construction Group Co.,Ltd.,Beijing 100049,China)
出 处:《凿岩机械气动工具》2025年第1期92-94,共3页Rock Drilling Machinery & Pneumatic Tools
摘 要:随着轨道交通的快速发展,高架桥梁预制梁板的运输和架设逐步得到广泛应用,在预制梁架设运输过程中,主体结构的承载能力对运输安全性及结构自身稳定性而言至关重要。为此,在运输前往往对主体结构进行数值模拟分析,评估其承受运梁荷载的安全性,并据此决定是否采取加固措施。文章对主体结构加固前后的力学特性进行模拟分析,旨在验证加固方案的有效性与可行性。With the rapid development of rail transit,the transportation and erection of prefabricated beam slabs of viaducts are gradually widely used.During the erection and transportation of prefabricated beams,the bearing capacity of the main structure is crucial to the transportation safety and the stability of the structure itself.For this reason,numerical simulation analysis is often carried out on the main structure before transportation to evaluate the safety of the beam load,and to determine whether to take reinforcement measures accordingly.In this paper,the mechanical properties of the main structure before and after reinforcement are simulated and analyzed,aiming to verify the effectiveness and feasibility of the reinforcement scheme.
分 类 号:U231.4[交通运输工程—道路与铁道工程]
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:216.73.216.63