1.
Experimental Study on Bearing Capacity of Double-web Shoulder-beam Member with Concrete-filled Steel Tubular Columns
钢管混凝土柱双腹板肩梁受力性能试验研究
2.
Carrying behaviors of herringbone lacing double web stay member of open concrete filled steel tube with four main elements
钢管混凝土四肢柱人字形缀杆双腹板肩梁的受力性能
3.
Study on the Mechanical Behaviors of New Type Single-web Shoulder Beam with Two Concrete-filled Steel Tube Columns;
新型钢管混凝土双肢柱单腹板肩梁受力性能分析
4.
Oilfield Vehicle Double Web Longeron Welding Process Control
油田作业车双腹板纵梁焊接过程控制
5.
Mechanic Behaviors and Design Method Study of New Type Single-Web Shoulder-beam Member with Concrete-filled Steel Tubular Columns
新型钢管混凝土柱单腹板肩梁受力性能及设计方法研究
6.
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。
7.
Cyclic behavior of double angle beam-to-column connections
腹板双角钢梁柱连接循环荷载试验研究
8.
Finite element analysis for top-seat and web angles beam-column connections;
带双腹板、顶底角钢梁柱连接有限元分析
9.
Performance Comparison between the Side Sill Welding Type Freight Car Bogie Frames with Single Web Plates and Double Web Plates
单、双腹板侧梁焊接式货车转向架构架性能比较
10.
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
11.
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
12.
Experiment Research on Connections of Cold-formed Thin-walled Steel Frame with Double Webs Top and Seat Steel Angle;
带双腹板、顶底角钢连接的冷弯薄壁型钢梁柱节点试验研究
13.
The Aseismatic Performance Research on Steel Beam-Column Double-Angle Connections;
钢框架梁柱节点腹板双角钢连接的抗震性能研究
14.
The surface between the ribs of a ribbed vault
梁腹，腹板某扇形拱的胁拱之间的平面
15.
Discussion on the influence of crack between top and web of 30m T beam on beam
浅析30m T梁顶腹板间裂纹对梁的影响
16.
Probe on Bent-down Bundles and Inclined Cracks of Large-span Continuous Beam Webs
大跨径连续梁腹板下弯束与腹板斜裂缝探讨
17.
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
18.
Failure Mechanism and Design Criteria of Steel Beam-to-column Double-angle Shear Connections under Cyclic Load;
钢框架腹板双角钢梁柱抗剪连接在循环荷载作用下的破坏机理及抗震设计对策