对某地铁深基坑支护结构内力与变形监测结果进行了分析。
The monitoring results of the internal force and displacement of support structure for a subway deep excavation are analyzed.
应力和变形控制中，以理论值为指导，采取各种监测手段，使结构的内力和线形控制在合理范围之内。
According to theoretic value, some measurements for stress and deformation are adopted to control internal force and figure in a reasonable range.
介绍了其屋盖结构体系的布置特点，对预应力施加方法的确定、预应力施加过程中结构的变形、重要构件的内力进行了分析，并对预应力施加过程的监测数据进行了分析。
The structure layout was introduced. Analysis was carried out on the key issues, such as cable prestress value, force and deformation calculation and construction process of monitoring data.
介绍了其屋盖结构体系的布置特点，对预应力施加方法的确定、预应力施加过程中结构的变形、重要构件的内力进行了分析，并对预应力施加过程的监测数据进行了分析。
The structure layout was introduced. Analysis was carried out on the key issues, such as cable prestress value, force and deformation calculation and construction process of monitoring data.
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