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1)  beam punch
梁开洞
1.
With the Zhongyun station hotel beam punch as background,the merits and drawbacks of beam unit model and solid unit model were compared.
以中云客站旅客站房梁开洞问题为背景,比较了梁单元模型与实体单元模型优缺点,分析得出梁单元加实体单元组合模型比较合理,对梁单元与实体单元的连接处理采用了刚性连接方法,并通过模型验证此方法的合理性,最后进行了在预应力作用下梁的受力分析并得出结论。
2)  beam having hole in the mid of wall
开洞墙梁
3)  deep holed-beam
开洞深梁
1.
The concepts of converting force model of upper arch and lower beam,and the effective height with refernce to the simply deep holed-beam without web Steel with concentrated load are given.
对集中荷载作用下无腹筋简支开洞深梁提出了上拱下梁的传力模型以及上拱有效高度的概念,并在洞口上下两部分子结构中又分别采用了深梁传力桁架模型。
4)  hole-web beams
开洞梁
1.
In this paper, the difference between solid-web beams and hole-web beams in bending capacity, shearing capacity and deflection was analyzed specifically.
本文具体分析比较了实腹梁和开洞梁在受弯、受剪承载力以及变形等方面的差异,并提出有关开洞梁相应的构造措施。
5)  steel beams with web openings
带腹板开洞钢梁
1.
The failure-behavior and the plastic capacity of steel beams with web openings are dealt with in this thesis.
本文解决的是带腹板开洞钢梁的破坏行为和塑性承载力问题。
6)  composite beam with web openings
带腹板开洞组合梁
1.
Considering the slippage of the steel-concrete interface,this thesis simulates and analyses the deformation and receiving power capability of composite beam under the stage of elasticity;Analysing the effect to composite beam caused by degree of shear connection and the limit bearing capacity of composite beam with web openings under the stage of plasticity.
本文模拟分析了弹性工作阶段组合梁考虑界面滑移时的变形以及受力性能;分析了塑性工作阶段剪切连接度对组合梁工作性能的影响以及带腹板开洞组合梁的极限承载力。
补充资料:法开(梁余杭西寺)《续高僧传》卷六
【法开(梁余杭西寺)《续高僧传》卷六】
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