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。
Referring to static mechanics, three types of static operating conditions are simulated and static finite analysis is made after the loads are applied.
然后根据静态力学的有关知识，提出了立柱三种静态工况的模拟，并施加载荷对立柱进行静力有限元分析。
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