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:章晗灵 ZHANG Han-ling(Shangrao Jingbao Road and Bridge Engineering Co.Ltd.,Shangrao 334000,China)
机构地区:[1]上饶京宝路桥工程有限公司,江西上饶334000
出 处:《工程建设与设计》2024年第17期216-219,共4页Construction & Design for Engineering
摘 要:基于对某市海心桥超高性能混凝土(UHPC)加固工程,建立了有限元模型进行结构受力分析和抗震性能评估。通过模拟不同强度的地震作用,发现UHPC加固后桥梁的裂纹分布明显减少,抗震性能得到显著提升。实验结果表明,UHPC加固技术能够有效增强桥梁的承载能力和耐久性,降低病害发生率,提高整体结构的稳定性。Based on the reinforcement of Haixin Bridge in a city using ultra-high performance concrete(UHPC),and a finite element model was established for structural stress analysis and seismic performance evaluation.By simulating seismic effects of different intensities,it was found that the crack distribution of UHPC reinforced bridges was significantly reduced,and the seismic performance was significantly improved.The experimental results show that UHPC reinforcement technology can effectively enhance the bearing capacity and durability of bridges,reduce the incidence of diseases,and improve the overall stability of the structure.
分 类 号:U445.72[建筑科学—桥梁与隧道工程]
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:216.73.216.49