1.
Design Method and Stability Analysis of Pre-stressed Anchor Supporting Structure with Beam and Column;
预应力肋梁柱锚杆支挡结构设计及稳定性分析研究
2.
Research on the Performance of Steel Channels as Stiffeners in Bolted End-plate Beam-to-column Connections;
槽钢加劲肋在梁柱端板螺栓连接中的性能研究
3.
Study on Vertical Stiffener Joint of Concrete-filled Square Steel Tubular Column with H-shaped Steel Beam;
方钢管混凝土柱与H钢梁的外肋环板节点研究
4.
The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.
垂直加劲肋节点适于柱截面较小的方钢管（矩形管）柱和H型钢梁节点。
5.
The aftermost transverse structural member in a steel ship, including the floor, frame, and beam assembly at the sternpost.
船尾构架铁船中最靠近船尾的横向组成部分，包括在船尾柱附近的甲板、肋骨和横梁上
6.
The main girders support I-section transverse ribs.
主梁支承着工字梁的横向肋。
7.
On selection between beam anchor column and column anchor beam in frame beam-column joint construction
框架梁柱节点施工中梁锚柱与柱锚梁方式选择
8.
One of the short timbers running fore and aft that connect the transverse beams supporting the deck of a ship.
短纵梁纵向短肋梁之一，联接支撑船甲板的横梁
9.
On height computation method of pile type bridge pier and ribbed plate type abutment post
桩柱式桥墩、肋板式桥台柱顶高程计算方法
10.
The Reliability of Submarines Pressure Cylindrical Ring Hull
潜艇耐压环肋圆柱壳结构可靠性分析
11.
Vibration Characteristics Analysis of Submerged Ring-stiffened Cylindrical Shells;
水下环肋圆柱壳的自由振动特性分析
12.
Research on the residual strength of damaged ring-stiffened cylindrical shell
环肋圆柱壳受损伤后的剩余强度探讨
13.
Analysis on Stability of Long Span Ribbed Slab Bridge System by Direct Lifting;
大跨径肋板体系桥梁吊装稳定性研究
14.
The Affection of Lateral Channel Stiffner for the Buckling of Stell Beams;
槽钢加劲肋对钢梁整体稳定性的影响
15.
The Research on Stability of the Combinational Bridge with Rigid Frame and Single-ribbed Tied Arch;
刚构—单肋系杆拱组合桥梁稳定性研究
16.
Mechanical Performance Analysis of T Rigid Frame and Ribbed Arch Combination Bridge;
T构—肋拱组合体系桥梁受力特性分析
17.
Analysis of Destruction Modes of Surrounding Rock of Permeable Tunnel with Ribbed Arch Beam
通透肋式拱梁隧道围岩破坏模式分析
18.
Experimental Research on Cooperative Working Performance Between the Large Span Board and Panel
低肋大跨度板填块与肋梁面板协同工作的试验研究