讨论了提高有边框柱剪力墙强度和非弹性耗能能力的构造措施。
The construction detail for enhancing strength and improving inelastic energy dissipation behavior of reinforced...
钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。
In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.
通过对变截面多跨不等高排架位移条件的分析，导出了此类结构在一般荷载作用下的柱顶剪力及变形计算公式。
Formula for calculating shear and displacement of the top of column in bentuncler general load has been proposed the basis of analysis of displacement conditions ofbent.
现有的经验方法无法准确计算同时传递竖向剪力和不平衡弯矩的钢筋混凝土板柱中节点的极限承载力。
The existing experimental method cannot accurately calculate the ultimate carrying capacity of the reinforced concrete slab column connections subjected to moment and shear.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
在风荷载或地震荷载等水平荷载及竖向荷载共同作用下，板柱节点除了要传递垂直剪力外，还必须传递较大的不平衡弯矩。
In addition to vertical shear force, slab-column connections also have to transfer unbalanced moment due to combined vertical and lateral forces as a result of wind effect or earthquake excitations.
与线性相互作用体系相比，柱的剪力和倾覆力矩减小；桩顶的剪力和弯矩也有所减小。
The shearing force and overturning moment of column is reduced, and the shear force and moment at the top of pile is decreased compared with linear interaction system.
一个轴心受压的直柱是没有剪力的。
There is no shear force in a straight column exposed to an axial compression.
分析了条柱侧面平均剪力和条柱总数对边坡安全系数的影响。
The paper analyzed the affection of the average inter-column shear force and the total number of the discrete columns on the factor of safety.
“盆式”沉降使上部框架梁主要受剪力和弯矩作用，框架柱主要受轴力和弯矩作用。
The beams are principally suffered with moment and shear force and the columns principally suffered with moment and axial force under basin-shaped settlement.
它适用于变截面的剪力墙，墙身可不到顶，各层刚架柱和梁的刚度可不相同等情况。
It is applicable to shear walls with varying cross-sectional areas. The shear walls may not reach to the top storey.
本文分析了承受轴力、弯矩及剪力的型钢构件极限承载力和钢筋砼框架短柱受剪承载力。
This paper analyzes the ultimate strength of steel sections subjected to axial loading, bending and shear as well as shear strength of reinforced concrete short columns in frames.
本文研究截面肢高厚比介于普通异形柱和短肢剪力墙之间肢高厚比为4 ~5的宽肢L形截面柱。
In this paper, l-shaped section broad-limb columns whose ratio is from 4 to 5 that are between special-shaped columns 'and short-leg shear walls 'have been studied.
根据实验结果，SRC超短柱的剪力钉和RC分离柱的设计建议，建议的设计方法。
The design method of shear studs of SRC ultra short columns and the design advices of RC separated columns are suggested based on the experimental results.
根据实验结果，SRC超短柱的剪力钉和RC分离柱的设计建议，建议的设计方法。
The design method of shear studs of SRC ultra short columns and the design advices of RC separated columns are suggested based on the experimental results.
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