On the basis of test under loading statically about static strain, opposite deformation to sedimentation of foundation on the actual project, further mechanics analysis of CSBCS was done.
通过现场静载试验，从结构的静态应变，相对变形，基础沉降等多个指标方面，对波纹钢板桥涵的力学性能进行了深入分析。
Relevant conclusions of structure deformation are gotten through the analysis of deformation curve of static load test of bridge span.
通过对该桥梁跨度静荷载检验变形曲线进行分析，得出了其结构变形的有关结论。
Passing to test the liners static great deformation and to analyzing the recycle tested slug can evaluate the liner correlative performance.
通过对药型罩做静态大变形均匀性检测，做杵体回收试验的分析研究，可对其性能进行相关的评估。
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