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1)  sway [英][sweɪ]  [美][swe]
有侧移
1.
Stability analysis of columns in sway and semi-rigid composite frames
有侧移半刚性连接组合框架柱的稳定分析
2.
Using the three-column subassemblage model, the governing equations for determining the effective length factor (μ-factor) of columns in sway composite frames with semi-rigid connections are derived, which consider the effects of the nonlinear moment-rotation characteristics of beam-to-column connections and composite action of slab.
利用三层柱的框架模型,考虑了节点的非线性弯矩-转角关系、楼板的组合效应、梁端和柱远端不同边界情况等因素对柱的有效长度系数的影响,推导了有侧移半刚性连接组合框架柱的有效长度系数方程式,并分析了GB50017-2003规范附录D求解的精确性,最后用两个实例:门式组合框架和三层两跨组合框架,研究了荷载大小和非线性弯矩-转角关系对柱有效长度系数的影响。
3.
The simple formulae for the sway and non-sway buckling critical loads of the bars, which has arbitrary rotational restraints at both ends, are proposed respectively.
提出了考虑剪切变形影响,计算两端任意转动约束轴压杆有侧移失稳及无侧移失稳的近似公式,通过与精确解对比,近似法具有很好的精度。
2)  sway column
有侧移柱
1.
By the analyses of the experimental results of three high strength concrete sway frame, the effects of the mutual supporting on the deformation ability of the high strength concrete sway columns were examined with some useful conclusions drawn therefrom.
实际结构中的有侧移柱和同层中其它抗侧力构件的变形是相互作用的,其变形性能和独立柱的变形性能是不同的。
2.
On the basis of analyses on the test results of two high strength concrete sway frames, the shear distribution and second order effect of HSC sway column are verified.
通过对两榀高强混凝土有侧移柱的试验分析 ,验证了有侧移柱剪力分配和二阶效应规律 ,并检验了层增大系数法计算 P-Δ效应的正确性。
3)  sway frame
有侧移框架
1.
This paper is about second-order elastic analysis of sway frame and how linear stiffness ratio of the beam and the column affects second-order internal force.
目的对有侧移框架进行二阶效应的弹性分析,以及梁柱线刚度比对有侧移框架二阶效应的影响。
2.
In sway frames,in order to have a brief and practical method,accurate calculation is needed,in which the factors that affect the second-order effect should be taken into consideration,and then practical calculation method can be generalized based on the accurate calculation.
有侧移框架中,为了推导出简化并且实用的计算方法,应该在考虑影响二阶应力效应因素的基础上进行精确计算,然后根据计算结果归纳总结出简化公式。
4)  sway frames
有侧移框架
1.
Story-based energy method for elastic buckling of sway frames;
能量法求解有侧移框架的弹性屈曲荷载
2.
The simplified method, in which second-order elasticity analysis having undergone stiffness reduction is employed to research into sway frames second order effect, has begun to be accepted by Chinese Standard.
用经过刚度折减的二阶弹性分析来考虑有侧移框架二阶效应的简化设计方法已初步被我国规范所接受。
5)  sideway structures
有侧移结构
1.
application of moment distribution method in sideway structures;
力矩分配法在有侧移结构中的运用
6)  antisymmetric buckling
有侧移失稳
补充资料:侧侧
1.多貌。 2.寒貌。 3.象声词。叹息声。 4.指其他声音。
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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