竖缝

带X形暗支撑设暗竖缝剪力墙抗震性能试验研究

Experimental study on seismic behavior of shear walls wih X-shaped concealed bracing and concealed vertical joint

反复荷载作用下PRC结构竖缝强度及刚度的退化

Research on the strength and stiffness degeneration of vertical connection in PRC structures

PRC结构竖缝强度退化后抗剪能力统计特征

Statistical Characteristics of the Shear Resistance of PRC Structures After the Degeneration of Perpends

反复荷载作用下PBPS竖缝抗震性能试验及理论研究

Experimental and theoretical study on seismic behavior of vertical connection in PBPS under repeated loading

装配式大板结构竖缝抗震性能研究

Study on seismic behavior of vertical connection in prefabricated panel structures

装配式大板结构竖缝抗剪机理研究

Study on Shear-resistance Mechanisms for Vertical Connections of Precast Reinforced Concrete Structures

增加对钢框架梁腹板受到带竖缝钢筋混凝土剪力墙膨胀力挤压发生屈曲的设计验算；

Check for buckling of web under concrete expansion force ;

钢框架内嵌带竖缝钢筋混凝土剪力墙的补充计算和构造要求

Supplementary rules and detailing of steel frame-reinforced concrete infill slit wall system

装配式钢筋混凝土结构竖缝抗剪能力统计特征研究

Statistical characteristics study on the shear resistance of vertical connections in prefabricated reinforced concrete structures

带竖缝剪力墙板的非线性有限元分析及恢复力模型研究

Nonlinear Finite Element Analysis and Study on Restoring Force Models of Slitty RC Shear Walls

带竖缝钢板剪力墙滞回性能有限元分析

Investigation on hysteretic behavior of steel plate shear wall with slits by finite element method

低周反复荷载作用下带竖缝高强混凝土剪力墙承载力研究

Research on bearing capacity of high strength concrete shear walls with vertical seams under low-cyclic loads

带竖缝混凝土剪力墙板在低周反复荷载作用下的工作性能试验研究

Test Research on the Working Behavior of RC Shear Panels with Vertical Seams under Low-cyclic Loading

高层建筑钢结构中带竖缝混凝土剪力墙板设计方法建议

A Suggestion for the Design Method of RC Shear Panels with Vertical Seams in High-rise Steel Structures

同时，对面板的竖缝和周边缝也可进行详细模拟。

In addition , the vertical joint and peripheral joint of the concrete face slab are also simulated .

面板竖缝宽度及其填料特性对同期填筑的面板、特别是邻近的面板水平向压应力影响较大。

Such an influence may be significant for the same stage face slab , especially for the neighboring one .

对作者提出的一种抗震自控结构&带竖缝剪力墙作了非线性地震反应分析。

A reinforced concrete slit shear wall is a new breed of earthquake resistant structure recently proposed by the authors .

钢支撑框架以及钢框架带竖缝剪力墙结构是抗震区常用的抗侧力体系。

Braced frame and steel frame - slits shear wall are commonly used as the resisting lateral force in the earthquake zone .

建议竖缝剪力墙和钢框架梁采用开竖向槽孔的高强度螺栓摩擦型连接，以实现带竖缝钢筋混凝土剪力墙不承受竖向荷载，只承受水平力的设计思路；

Slit holes are recommended in the connection between slit wall and the top beam to realize the design philosophy of slit wall for carrying horizontal load only ;

认为竖缝最大承载力随接合筋直径的增大而增大，与接缝宽度几乎没有关系；反复荷载作用下，竖缝抗剪能力降低。

Conclusions are that the shear resistance of vertical connection increases with connecting rods , but which does not change with connection width , and which decreases under repeated loading .

为降低大震下结构的刚度，以减轻结构物的地震灾害，设计了一种带竖缝的钢筋混凝土剪力墙构件。

In order to reduce the structural drift stiffness and weaken the seismic response of structures under a strong earthquake , a reinforced concrete shearwall with vertical seams has been designed .

以试验为基础，研究了装配式大板结构竖向齿槽接缝在反复荷载作用下的受力过程，分析了竖缝的抗震性能及受力机理。

A study based on experiment of eighteen specimens on the seismic behavior and mechanical mechanisms of vertical alveolus connections in prefabricated panel structures is carried out under repeated cyclic loading .

为了改善高层剪力墙结构的抗震性能，根据结构控制的原理提出了一种新型剪力墙&沿竖向消能的带竖缝剪力墙。

In order to improve the seismic behavior of shear wall structures , a new type of shear walls , which dissipates energy along vertical direction , is proposed based on the principle of structural control .

本文结合本地区大板结构的工程实践对强水平缝弱竖缝的抗震方法进行了分析研究。

In the light of the engineering practice in the large panel structures in north China , the analysis of the aseismatic method applied to the strong horizontal joints and the weak vertical joints is made .

首先，进行了竖缝处消能装置的剪切摩擦试验，研究了这种消能装置的受力机理和消能机理，给出了荷载位移骨架曲线的理论计算方法。

At first , the shear friction tests of the energy dissipating devices in the vertical slit were carried out . The load transfer mechanism is studied , then the method for calculating the force displacement skeleton curve is presented .

考虑安装过程得到的承载力要低于预置锚板的承载力.（5）对连接钢框架梁和带竖缝钢筋混凝土剪力墙的预埋件给出了设计公式；

The pullout capacity factors for considering installation process are lower than those for pre-embedded anchors . ( 5 ) design of pre-embedded steel plate and shear connectors to transfer the shear force and the expansion force and their related eccentricity ;

旨在对装配式大板结构竖缝在反复荷载作用下的抗剪承载力与接合筋的关系进行研究，以使装配式结构最终成为一种完善的抗震体系。

The paper attempts to research the relationship between the shear resistance of vertical connection and the connection rods of precast reinforced concrete structures under reversed cyclic loading , so that to make the precast structures become a good kind of seismic system .