1.
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
2.
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
3.
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
4.
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
5.
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
6.
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
7.
Evaluation of In-plane Stiffness of Corrugated Steel Web with Flange
具有钢翼缘的波形钢腹板的面内刚度计算
8.
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
9.
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
10.
Experimental study of top-seat angle with two web connection in steel frame
钢框架顶底角钢带腹板双角钢连接的试验研究
11.
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。
12.
Experimental Study on Beehive Reinforced Concrete Sandwich Open-Web Plate
蜂窝型钢筋砼空腹夹层板的试验分析
13.
Simulation Research on Top and Seat Angle with Double Web-Angles Connection;
双腹板顶底角钢连接的数值模拟分析
14.
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
15.
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
16.
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
17.
Nonlinear Finite Element Analysis on Profiled Steel Sheets with Web's Intermediate Stiffeners
腹板有加劲压型钢板的非线性有限元分析
18.
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。