1) Tapered members
楔形变截面构件
1.
Due to their structural economy,tapered members are more and more widely used in portal frames.
本文对门式刚架结构中常用到的楔形变截面构件进行了应力分析与弹塑性稳定的研究。
3) Design of the deformation cap
构件截面变形能力设计
4) lipped H-section tapered members
卷边工形变截面构件
1.
The in-plane stability bearing capacity of lipped H-section tapered members under both compression and bending is studied,and corresponding calculation formula is also given based on the existing formula of current Chinese related technical codes.
针对卷边工形变截面构件在压弯作用下的面内稳定承载性能进行研究,并在已有的卷边工形等截面压弯构件面内稳定承载力公式的基础上,参照CECS 102∶2002《门式刚架轻型房屋钢结构技术规程》中的变截面构件设计方法,给出卷边工形变截面构件压弯平面内稳定承载力的计算公式。
5) tapered portal frame
楔形变截面门式刚架
1.
Because of its many advantages, the tapered portal frame is getting more and more application.
楔形变截面门式刚架山于其诸多的优点得到越来越广泛的应用,我国颁布的协会标准《门式刚架轻型房屋钢结构技术规程》(CECS 102∶2002)中没有对变截面门式刚架需要进行抗震设计的情况进行具体规定,但在后面的条文说明中提到:“当抗震设防烈度为7度时,一般不需做抗震验算;当为8度及以上时,横向刚架和纵向框架均需做抗震验算。
6) tapered member
楔形构件
1.
Research on Displacement and Stability of the Tapered Member;
楔形构件的位移和稳定性分析
2.
This method is used to derive the deflection of variant cross-section members which are composed of multiple segments of tapered members.
对工程中常用的变截面构件,以腹板高度线性渐变的工字钢楔形构件和由若干段楔形构件组成的变截面构件为研究对象,提出一种新方法解决变截面构件位移问题,并对挠度问题进行研究。
3.
At the same time, tapered members which have appropriate section properties are widely used in that kind of structures.
近些年来,轻型门式刚架结构在工业以及民用建筑中得到了广泛的应用,其中受力合理的楔形构件也出现在门式刚架结构中。
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。
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