摘要
根据吉安市某会展中心项目二层大跨度预应力梁的分析和设计,通过手动估算与软件设计相结合的设计方法,并采用MIDAS软件对预应力空间效应的影响进行分析,对整体空间预应力梁的受力进行阐述,以验证大跨度预应力梁的可实施性。
According to the analysis and design of the second floor long-span prestressed beam of Ji'an highspeed railway new area convention and exhibition center project,through the design method of combining manual estimation and software design,and using MIDAS software to analyze the influence of prestressed spatial effect,the stress of the overall spatial prestressed beam is expounded to verify the practicability of the long-span prestressed beam.
作者
孙旋
李栋
王秋杰
Sun Xuan;Li Dong;Wang Qiu-jie
出处
《建筑技术开发》
2023年第4期26-28,共3页
Building Technology Development
关键词
大跨度
预应力混凝土梁
次内力
预应力空间效应
large span
prestressed concrete beam
secondary internal force
spatial effect of prestress