该系统拟用于大桥工程结构的分布应变场实时监测系统中以监测大桥结构的整体安全性。
The distributed strain measuring system for monitoring and measurement of the deformation and strain of the bridge engineering structure is applied.
现有的反算理论大多建立在弹性层状体系和拟静力分析方法的基础之上，忽略了路面材料应力应变非线性特性。
Most back-calculation theories are based on the linear elastic layer system and quietude analysis method, which neglected the nonlinear peculiarity of the pavement material.
演习顺利完成，证实业界所拟备的应变计划稳健妥当。
The successful completion of the rehearsal proved the robustness of the contingency arrangements put in place.
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