1) deformation response
变形响应
1.
Dynamic deformation response of pavement structure subjected to hidden holes in loess;
黄土暗穴对路面结构变形响应的影响分析
2.
The deformation responses of the foundation bottom and the side-wall soil mass are analyzed as well as the mechanical responses of soil nailing during and after excavation.
简化的力学模型无法反映基坑和土钉相互作用的实际情况,因此,运用FLAC模拟基坑的开挖与支护,并分析了基底、侧壁土体的变形响应,以及土钉在开挖和使用阶段的力学响应。
3.
The deformation response of the wide-chord hollow fan blade was obtained under unsteady boundary conditions with the fluid-structure interaction numerical simulation method.
采用流固耦合数值计算方法,得到了某宽弦空心风扇叶片在非定常边界条件下的变形响应。
2) large deformation response
大变形响应
3) deformation response ratio
变形响应率
1.
By comparing the displacement change of other monitoring points with the reference point,the deformation response ration was obtained to determine the stable status of different cut slope positions.
计算出边坡其余部位的测点相对于参考点的变形响应率,通过响应率的变化趋势来判断边坡不同部位的稳定状况。
4) Deformation response characteristics
变形响应特性
5) deformation responses of the earth
地球的形变响应
6) dynamic response/large deformation
动力响应/大变形
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条