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
Application and Research on Long Span Single Floor Factory Building with Solid Web Steel Beam Roof System
大跨度单层厂房实腹钢梁屋盖体系的设计研究和应用
Optimal Design of the Web in Corrugated Steel Web Bridge
波纹钢腹板桥梁的腹板优化设计探讨
Solid shaped steel door
GB/T9156-1988实腹钢门
Experimental Study on Deviators of Box-Girder with Corrugated Steel Webs;
波纹钢腹板预应力组合箱梁桥转向装置实验研究
Experimental Studies of Shear Connectors in External Prestressed Combination Box-Girder Bridge with Corrugated Steel Webs;
波纹钢腹板体外预应力组合箱梁剪力连接件实验研究
Optimization Design of Web Geometry Parameters of Composite Box-girder Bridge with Corrugated Steel Webs
波纹钢腹板组合箱梁桥腹板几何参数优化分析
The web and flanges of the main girders were fabricated from ASTM A441 steel.
主梁的腹板和翼缘用ASTM A441钢制造。
Research on Dynamic Characteristic of Concrete Box-Girder with Corrugated Steel Webs;
波纹钢腹板混凝土箱梁动力特性研究
Analysis of Shear Resistance and Flexural Behavior of Composite Box Girders with Corrugated Steel Webs;
波形钢腹板组合箱梁抗剪及抗弯分析
The Analysis of Seismic-Resistant Behavior of Beam-to-Column Web Rigid Connections in Steel Moment Frames;
钢框架梁柱腹板性连接抗震性能分析
Research on Performance of Shear Connectors on the PC Box-girder Bridge with Corrugated Steel Webs
波形钢腹板PC箱梁桥剪力连接件研究
Analysis on bearing capacity of steel beam with large web opening by virtue of vierendeel truss theory
开洞钢梁承载力的空腹桁架理论分析
INVESTIGATION ON ASEISMIC BEHAVIORS OF STEEL MOMENT RESISTING FRAME INCLUDING OPENING IN BEAM WEB
梁腹板开圆孔的钢框架抗震性能研究
The load from the cable is transmitted to the steel box beam by friction between the anchorage plate and the bottom plate.
锚固耳板与钢箱梁腹板间通过摩擦力将斜拉索力传至钢箱梁。
The Performance Research on the Beam-column Connections of Cold Bending Light-gauge Steel C Section with Angle at Bottom and Top of the Web;
顶底角钢、腹板双角钢连接的冷弯薄壁C型钢梁柱节点性能研究
The local stability of steel beams containing web openings is very important.
钢梁腹板开孔的局部稳定问题非常重要。
Each bundle of strands is connected to one side of the center web of the two cell box girder.
每束钢缆锚固在双箱梁的中间腹板的一侧。
A Method for Directly Determining the Distance of Stiffening Ribsfor Thin Web of Steel Plate Beams
一个直接确定钢板梁腹板加劲肋间距的方法