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。
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.
本文在国内首次完成了液压胀形轧辊系统的静载实验研究，初步探讨了液压胀形轧辊的胀形变形规律。
The dead load experiment study for this system has been conducted for the first time in China. The bulging law of the hydraulic elastic bulging roll has been studied.
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