中译英下文,“3.1横向两基础水平拉伸（DNLA）图2为DNLA工况（基础在顺线路方向发生相对位移从而使根开变大）作用下铁塔失稳破坏后塔腿附近杆件变形情况,为便于观察将杆件变形放大了10

Question

中译英下文,
“3.1 横向两基础水平拉伸（DNLA）
图2为DNLA工况（基础在顺线路方向发生相对位移从而使根开变大）作用下铁塔失稳破坏后塔腿附近杆件变形情况,为便于观察将杆件变形放大了10倍.图3为文献[12]试验时杆件失稳破坏的情况.”

Answer 1

3.1 横向两基础水平拉伸（DNLA）
3.1 Double foundation transverse horizontal pull
图2为DNLA工况（基础在顺线路方向发生相对位移从而使根开变大）作用下铁塔失稳破坏后塔腿附近杆件变形情况,为便于观察将杆件变形放大了10倍.图3为文献[12]试验时杆件失稳破坏的情况.
Fig.2 shows the frame member’s deformation after the tower unstably damaged under DNLA working condition (the foundation occurs relative displacement in the direction along the line, so that the root distance is getting larger), which is occurred at the vicinity of the tower legs. In order to facilitate observation the deformation of the frame members are magnified by 10 times. Fig.3 shows the unstable damage situation of the frame members when experimented in literature[12].