Effect of web stiffeners on the load-carrying capacity of hollow flange beam LHFB;
腹板加劲肋对空翼缘梁LHFB承载能力的影响
Based on the plane cross section assumption for elementary theory of beams, different generalized displacement functions U_1(x) and U_2(x) are added respectively for flange and web of T-beams with wide flanges to take into account the effect of shear deformation of flange and web on their longitudinal displacements.
在初等梁理论平截面假定基础上,对宽翼缘T梁的翼缘板和腹板各附加一个广义位移函数U1(x)和U2(x),以考虑翼缘板和腹板平面内剪切变形对其纵向位移的影响。
Concept and application of continuous box beam flange effective width
连续箱梁翼缘有效宽度的概念及应用
The Manufacturing and Usage of Box Beam Flange Slab Casting Form for Special Passenger Line
高速客运专线过隧道箱梁翼缘板补浇筑模架的研制与使用
The Top Flange Effective Width of Steel Box-girder Bridge;
钢结构人行天桥箱梁上翼缘有效宽度分析
Influences and treatment of the diaphragm structure on flange stress when box beam widening
箱梁拼宽时隔板构造对翼缘应力的影响及处理
Construction Method of Post-pouring Flange Plate of Simple Box Girder in Passenger Dedicated Line
客运专线简支箱梁后浇翼缘板施工工法
During fabrication slots for the stringers flanges were flame cut into box girders.
制造时，为安装纵梁翼缘，在箱型梁中用焰割法开槽口。
There are two methods for welding radial stiffeners to bias-rail box girder: welded all around and open at tensile flange.
起重机偏轨箱形梁横向加强板有加强板四周均焊和在受拉翼缘处空开2种焊接方式。
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。
Study of Effective Flange Width for Steel-concrete Composite Beam;
钢—混凝土组合梁有效翼缘宽度研究
Theory Studies on the Behaviors of Beam-Column Connections with Beam-End Horizontal Haunch;
梁端翼缘扩大型梁柱节点受力性能理论分析
Experimental Evaluation on the Behaviors of Beam-To-Column Connections with Beam-End Horizontal Haunch;
梁端翼缘扩大型梁柱节点受力性能的试验研究
Seismic behavior and design method of beam-to-column connections with beam-end horizontal haunches
梁端翼缘扩大型梁柱节点抗震性能和设计方法
Research on Transverse Force Distribwtion of Medium or Small Span Box-Girder Bridge with Flanges;
中、小跨径带翼小箱梁横向受力分布研究
Research on the Reasonable Length of Cantilever of Concrete Box Girder;
混凝土箱梁翼板悬臂合理长度分析研究
Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange
上翼缘为矩形管的新型工字形梁静力性能分析
Study on Mechanical Behavior of Top and Seat Angle Connections
上下翼缘角钢半刚性梁柱节点的力学性能研究
LATERAL STABILITY BEHAVIOR OF LIPPED H-SECTION BEAMS SUBJECTED TO MOMENTS
卷边翼缘工形截面梁的稳定性能及设计方法
EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTY OF REDUCED BEAM SECTION CONNECTIONS OF STEEL FRAMES
钢框架梁翼缘削弱型节点力学性能的试验研究