弯曲部分的18个项目超出负载的梁弹簧元的部分12个远端的顶峰。
The flexure portion 18 projects beyond a distal apex of the load beam spring element portion 12.
弯曲部分的18包括第一个连接臂成员在近端延展至负载梁弹簧元的部分12个远端连接的顶点。
The flexure portion 18 includes a first connection arm member connected at a proximal end thereof to the distal apex of the load beam spring element portion 12.
采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。
Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.
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