The computational formula for the local stability of beam webs is based on the assumption of infiniteelastic perfect plates in the former Code for Design of Steel Structures(GBJ1788).
前钢结构设计规范(GBJ17-88)中有关梁腹板局部稳定的计算公式来源于无限弹性完善板假定,一方面与构件的实际工作状况有一定出入,导致计算结果有时会偏于不安全;另一方面又与有关钢梁在弯曲正应力作用下的强度计算公式(考虑截面部分进入塑性)不相协调。
Stability of composite beam web is a very important problem in steel struturedesign.
钢结构组合梁腹板的稳定问题是钢结构设计中应重点考察的内容之一。
Study of stress concentration and reinforcement for special holes in webs of web beams;
强梁腹板特殊开孔应力分析与补强方法研究
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
The Preliminary Exploration to the Shearing Force Assignment Rule of Multichambered Thin-walled Box Girder Web Plate;
多室薄壁箱梁腹板剪力分配规律初探
The simulation analysis of concrete box beam web plate stress
混凝土箱梁腹板受力状态的模拟分析
Analysis of Reasons for Crack of Box Beam Web of a Certain Continuous Rigid-Frame
某连续刚构桥箱梁腹板裂缝成因分析
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。
Analysis of the Web Plate Crack's Origin of Continuous Rigid Frame Bridge
连续刚构桥箱梁腹板裂缝成因分析研究
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
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
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
Parameter analysis of plate web length of prestressed concrete composite box girder bridge with corrugated steel webs
波形钢腹板PC组合箱梁桥腹板平板长度的参数分析
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。
Research on Shear-lag Effect in Combined Box-girder with Corrugated Steel Webs;
波形钢腹板组合箱梁剪力滞效应问题研究
Experimental Study on Mechanical Behavior of Composite Box-Girder with Corrugated Steel Webs;
波形钢腹板组合箱梁力学性能试验研究
Research on the Web s Work of the Long-span Prestressed Concrete Box Girder Bridge;
大跨预应力混凝土箱梁桥腹板受力研究
Design Theory and Method of PC Composite Box-girder Bridge with Corrugated Steel Webs;
波形钢腹板PC组合箱梁桥设计理论与方法研究
Theoretical and Experimental Study on the Shear Lag Effect of Box Beam with Corrugated Steel Webs;
波形钢腹板组合箱梁剪力滞的理论和试验研究
Research and Model Test of Shear Connector in Prestressed Concrete Box Girder with Corrugated Steel Webs
PC波形钢腹板箱梁剪力连接件的试验与研究
Theoretical and Experimental Study on the Transverse Internal Force of the Composite Box Girder with Corrugated Steel Webs
波形钢腹板组合箱梁横向内力理论及试验研究