1) Global deformation
整体变形
1.
Current displacement-based design methods often emphasize the control of global deformation of building (such as peak topmost displacement, peak interstorey drifts), and use these value to the seismic design.
但是,目前的基于位移的抗震设计方法多强调控制结构的整体变形(如顶点侧移或层间侧移),并以此为基本指标用于结构抗震设计。
2) integration of overall deformation
整体变形集成
3) integral deformation analysis
整体变形分析
1.
Considering the limitation of single point deformation analysis, the contour method for integral deformation analysis is put forward.
针对单点变形分析的局限性提出了整体变形分析的等值线法。
4) local and total deformation
局部与整体变形
5) Non harmonic structure deformation
非整体构造变形
6) overall bending deflection
整体弯曲变形
1.
In order to establish a simple method about overall bending deflection,the direct deflection method (DDM) for calculating the overall bending deflection about the minor axis of pin-ended singly-symmetric cold-formed thin-walled steel members under eccentric compression loading which acted in the plane of major axis was carried out.
为建立薄壁构件整体弯曲变形的简化计算方法,针对对称轴平面内偏心受压的单轴对称冷弯薄壁型钢构件在弯矩作用平面内的整体弯曲变形,开展了直接变形计算方法(DDM)的探索性研究。
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