1) maximum story drift
最大层间位移角
1.
Based on the analysis,four performance levels and the range of maximum story drift of each level are suggested in this paper.
采用IDA方法对9个不同结构特性的高层钢框架-混凝土核心筒混合结构展开分析,提出了高层混合结构的四个性能水准,并给出了相应的最大层间位移角范围,以作为基于性能设计抗震设计的控制指标。
2) the maximum elastic interstory drift ratio
最大层间弹性位移角
1.
Then,a computation procedure of the shear wall quantity under different lateral load patterns is presented by using the maximum elastic interstory drift ratio as the criteria.
给出了以最大层间弹性位移角为控制量,确定二次曲线侧向荷载分布作用下框架-剪力墙结构所需的剪力墙数量的方法。
3) the maximum hori zontal rotation
最大层间位移
4) story drift ratio
层间位移角
1.
Structural behavior is evaluated from story drift ratios obtained through nonlinear time history analyses.
结构的性能由非线性时程分析所得到的结构的层间位移角来衡量。
2.
According to the performance-based seismic design concept,the macro target of story drift ratio and the micro target of deformation of and damage to structure components are put forward.
本文依据基于性能的抗震设计思想,提出结构宏观上的层间位移角目标和微观上的结构构件变形及损伤目标,采用PKPM系列2005年版SATWE和ETABS 9。
5) inter-story drift ratio
层间位移角
1.
According to the analysis of relationship between displacement and damage,inter-story drift ratio is selected as quantization indexes in performance-based seismic design of reinforced concrete(R.
通过分析结构变形与损伤的关系,选取层间位移角作为钢筋混凝土框架结构基于性能的抗震设计指标。
6) story drift
层间位移角
1.
Study on the relationship between story drift and element deformation for reinforced concrete frames
钢筋混凝土框架结构层间位移角与构件变形关系研究
2.
The dynamic character,effective mass coefficient,story drift,story shear,ratio of story shear to gravity,are compared.
本文针对某大厦的四种结构方案,即圆钢管混凝土框架-剪力墙结构、全钢框架-支撑结构、SRC框架-剪力墙结构和方钢管混凝土框架-剪力墙结构,采用同济大学开发的MTS程序分别进行了动力特性、有效质量系数、层间位移角、楼层剪力和剪重比、用钢量六个方面的分析和比较。
补充资料:角位移
角位移 见角速度。 |
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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