1) 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。
2) 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。
3) circular web opening
腹板开洞
1.
Investigation of steel column-beam connection with circular web openings;
腹板开洞型梁柱节点性能研究
4) girder web
钢梁腹板
1.
The theoretical and experimental research on the elasto-plastic buckling strength of the web with longitudinal stiffener in I-section steel girder under pure bending was made using energy method and the influence of stiffness of longitudinal stiffener on buckling coefficient of the girder web was analyzed.
对工字钢梁腹板在纯弯作用下的弹塑性屈曲承载能力进行了理论计算和试验研究，并进行了对比分析，着重研究了纵向加劲肋刚度对腹板屈曲系数的影响－ 对现行《钢结构设计规范》（ＧＢＪ１７ － ８８） 的有关条款进行了讨论
5) arches with web openings
腹板开洞拱
1.
A finite shell element model is employed to study the buckling behavior and ultimate strength of arches with web openings.
本文首先用有限壳单元分析了以工形截面腹板开洞圆弧钢拱为代表的拱的平面内弹性屈曲性能,考察了腹板孔洞的几何参数和拱本身的几何参数对屈曲荷载的影响;按照整体屈曲荷载的等效原则,把腹板开洞拱等效为由两个T形截面和缀板组成的格构式构件,并给出了格构式构件的等效截面尺寸。
2.
A shell element model instead of beam element model is used to study the in-plane eigen buckling behavior of I-sectional arches with web openings subject to radially uniformly distributed load.
通过一系列拱的数值分析,给出了拱的矢跨比、长细比、孔洞的半径和间距对特征值屈曲荷载的影响,并把这些参数的影响归结为两个参数k和α,给出了这种腹板开洞拱的特征值屈曲荷载的简化计算公式。
6) opening on beam web
腹板开孔梁
补充资料：板带轧制速度规程(见板带轧制规程设计)
板带轧制速度规程(见板带轧制规程设计)
speed schedule for plate and strip rolling
bandai zhazhi sudu guieheng板带轧制速度规程(speed seheduxe fo:plateand strip rolling)见板带札制规程设计。
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