腹板厚度 meaning in Chinese
web thickness
Examples
- Results of the experiment shows that end - plate connections have excellent hysteretic behaviors , and the determination factors , which have crucial influence on the behavior , are end - plate thickness , column web thickness , and the rib stiffeners
试验结果表明端板连接具有良好的滞回性能，端板厚度、节点域柱腹板厚度以及加劲肋构造是影响连接性能的主要因素。 - Taking advantage of hear forces current theory ? this paper deduces the formula of bending shear stresses , in which the influences of axial force , bending moment , variable section depth and the variable thickness of top slab , bottom slab and webs are taken into account
本文利用“剪力流理论”推导出了弯曲剪应力的公式，该公式不仅计及了轴力和弯矩对弯曲剪应力的影响，还计及了截面高度、顶板、底板及腹板厚度变化对弯曲剪应力的影响。 - Then an thorough computer modeling using finite element program with material , geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors , such as comparison with npn - beam splice connection , comparison of varies designed theories , and the varying of fraction coefficient , diameter , grade , pretension and arrangement of bolts , thickness of web and flanges of beam and column , splicing location , axial loading on column , etc . lots of useful conclusions are drawn form computer modelling . finally , design and construction suggestions are given out . this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad
然后，本文在考虑材料、几何和状态三重非线性的基础上，对该连接形式进行了全面的计算机模拟，主要考虑了带悬臂梁段全螺栓拼接的梁柱连接节点与无拼接的梁柱连接及翼缘对接焊接腹板拼接的连接节点的对比，各种设计方法之间的对比，以及翼缘拼接和腹板拼接的螺栓间距、直径和数量，拼接点与梁端之间的距离，梁和柱的翼缘、腹板厚度，柱的轴力，接触面的摩擦系数，翼缘和腹板拼接板的厚度等因素的影响。 - An analysis is developed for influence factors that have some influence on joints " behavior . the results show that axial ratio has a good and visible effect on the capacity of joints ; that the higher concrete strength is , the higher the capacity of joints is ; the ratio of reinforcements and the thickness steel web of column have large influence on the ductility src joints , not but the capacity of src joints
分析表明：轴压比对节点的刚度、抗裂度的提高是有利的，且增大幅度较大；节点承载力和抗剪能力随混凝土等级的提高而提高；钢腹板厚度和配箍率的增大对节点承载力提高幅度不大，其对节点的延性影响较大。