1) confined boundary zone
约束边缘构件
1.
A computational method for curvature ductility of shear walls with confined boundary zones was established.
试验和理论分析都表明，为保证剪力墙达到预定的延性要求，应限制剪力墙的相对压区高度（或轴压比）和设置约束边缘构件。
2) confined boundary element
约束边缘构件
1.
The confined boundary elements of the specimens are designed according to "Code for Seismic Design of Buildings" (GB50011 - 2001).
通过5片以冷轧带肋钢筋焊接网作为分布筋、按《建筑抗震设计规范》GB50011-2001设置约束边缘构件的的矩形、工形和T形截面剪力墙在反复荷载作用下的试验,研究了在中、高轴压比下的冷轧带肋钢筋焊接网剪力墙的延性、变形能力及截面的应变分布;由极限破坏时截面应变分布的试验结果,计算剪力墙沿高度的位移分布,所得结果与试验结果的比较验证了计算方法的合理性。
2.
The confined boundary elements of the specimens were designed according to Code for Seismic Design of Buildings (GB50011—2001)and the cold rolled ribbed welded steel fabrics were used as the distributed reinforcements.
完成了 5个不同轴压比、不同截面形式的抗震墙试件在往复水平荷载作用下的试验 ,抗震墙的约束边缘构件按《建筑抗震设计规范》(GB5 0 0 1 1— 2 0 0 1 )设置 ,分布筋采用冷轧带肋钢筋焊接网。
3) different boundary restraints
不同边缘构件约束
1.
The use of shear walls with different boundary restraints is quite popular in practice,thus a group of 1/4 scale model of shear walls with three different kinds of boundary restraints(embedded column,column,flange) are tested under low frequency cyclic and reversed lateral loads in this paper.
针对剪力墙结构在实际应用过程采用不同边缘构件约束方式的特点,对一组1/4缩尺比例的三种不同边缘构件(暗柱、明柱、翼缘)的剪力墙模型进行了低周反复水平荷载作用试验研究。
4) boundary restraint elements of shear walls
剪力墙约束边缘构件
1.
Some problems as follows about the building are discussed, the choice of design codes, the working life used in subsequent design, the analysis of seismic effect, the determination of site categories, the modification of structure layouts and system, the reinforcement and strengthening for boundary restraint elements of shear walls, the reduction of reinforcement amount of the abandoned.
提出了烂尾楼工程续改建时的工作程序,探讨了此类工程续改建时应注意的几个问题,即设计规范的选用、后续设计使用年限的确定、地震作用的取值、场地类别的划分、结构布置和结构体系的修改、剪力墙约束边缘构件配筋及加固和借助抗震性能化设计减少烂尾楼工程的加固量等。
5) restraint flange member
约束边缘试件
1.
To improve the seismic resistance of reinforced concrete masonry shear wall structure,7 pieces of restraint flange members and 1 piece of flange member without restraint were tested under axial compression load.
为了增强砌块剪力墙结构的抗震能力,进行了7个内置箍筋的砌块砌体剪力墙约束边缘试件和1个无约束试件的轴压试验,约束箍筋设置在砌块壁内,试件的设计考虑了试件的体积配箍率、箍筋的形式和箍筋的间距影响。
6) boundary element
边缘约束
1.
Influence of boundary element on seismic behavior of reinforced concrete shear walls;
边缘约束构件对钢筋混凝土剪力墙抗震性能的影响
2.
The boundary element has an important influence on the seismic behavior of shear walls.
钢筋混凝土剪力墙的边缘约束情况是影响其抗震性能的重要因素,对于无边缘约束构件的既有剪力墙结构进行开洞改造,为验证改造后的结构的抗震性能,本文分别依据原有结构和现行规范设计、制作了10片开洞前、后的剪力墙模型,通过对其进行低周往复荷载试验,验证剪力墙开洞对结构抗震性能的影响,并验证了改造后的结构仅需进行简单的构造加固即可达到安全性能要求。
补充资料：Al-Li合金构件——歼7-II飞机舱口盖及副翼扰流片
Al-Li合金构件——歼7-II飞机舱口盖及副翼扰流片
Al—Ll合金构件——歼7一I 1机舱口盖及副翼扰流片 张自供稿
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条