支护结构发生相向围岩方向的变形引起的围岩对支护结构的约束反力。其作用是限制衬砌变形改善衬砌受力状态提高衬砌结构承载力
提出弹性抗力系数计算方法这一思路。
And also the calculating method of elastic resistance coefficient is put forward.
提出弹性抗力系数计算方法这一思路。
And also the calculating method of elastic resistance coefficient is put f...
研究中考虑了侧止水橡皮的弹性抗力及梁柱的单位刚度比。
The elastic resistance of the side seal rubbers and unit stiffness ratio for girder to column are considered in this study.
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