...all 建筑幕墙抗震变形能力earthquake resistant deformability of building curtain wall 总位移角angle of total displacement ..
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最后提出了对有害位移角及总位移角分别设定位移限值的观点。
The viewpoint that harmful displacement and total displacement should have different limited values was put forward.
用位移法计算连续梁、对称性荷载作用下的单跨多层刚架，总刚度阵为对称三对角阵。
Calculating the continuous beam, frame of single-span and multi-story by deflection method, the stiffness matrix is symmetrical three-diagonal.
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