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- Analysis of Reaction Force of Long Span Curved Box Beam Bridge 大跨曲线箱梁桥支座反力分析
- Study on shear lag and pre-stressed effect of curved box beam, 覃嘉仕,曲线箱梁剪力滞效应及预应力作用研究
- PARAMETER ANALYSIS OF SHALLOW CURVED BOX BEAM BRIDGES 低高度曲线箱梁桥参数分析
- MECHANICAL ANALYSIS OF CURVED BOX BEAM INCLUDING THE EFFECT OF CURVATURE AND SHEAR- LAG 曲线箱梁考虑曲率及剪力滞影响的力学分析
- ANALYSIS OF LATERAL DIAPHRAGM SPACE OF CURVED BOX BEAM FOR STEEL PASSENGER FOOT BRIDGE BY FEM 钢结构人行天桥曲箱梁中横隔板设置间距的有限元分析
- Analysis of Curved Box Beam Element Considering Shear Lag and Warping Torsion Effects 考虑剪力滞后和翘曲扭转效应的曲线箱梁单元分析
- One dimensional finite element method for thin-walled curved box beam analysis including the shear lag effect 薄壁曲线箱梁桥剪滞效应分析的一维有限单元法
- DESIGN AND ANALYSIS OF PRESTRESSED CONTINUOUS CURVED BOX BEAM WITH SINGLE SUPPORT FOR CAIHUYING FLY-OVER IN WEST WING PROJECT OF BEIJING 北京市西厢工程菜户营立交独柱支承预应力弯箱连续梁桥设计与分析
- FINITE ELEMENT METHOD CONSIDERING SHEAR LAG EFFECT FOR CURVED BOX BEAMS 考虑剪滞效应的薄壁曲梁有限单元法
- fiat curved box beam 扁平曲线箱梁
- curved box beam 弯曲 箱形梁
- the curved box beam 曲线箱梁
- The Analysis of Model Test and Utility Calculation Method of Transverse Stress in Curved Box Beams 曲线箱梁横向应力的试验及实用计算分析
- Construction Quality Control of Prestressed Technology in Large-tonnage Curve Box Beam 大吨位曲线箱梁预应力的施工质量控制
- Used a Perspex glass model of a two-span continuous curved box girder to provide experimental results for verifying the accuracy of the present method. 进行了两跨等截面连续曲线箱梁有机玻璃模型试验研究,验证了本文方法的正确性。
- The main suspension gallows consist of a steel box beam, sitting on hydraulic jacks that support all the structure during concreting. 主吊架有一钢箱梁组成，坐落在液压千斤顶上，在浇注混凝土过程中支撑所有结构。
- It is very complicated to analyze prestressed concreted curved box girder due to many factors such as tendon, bending、 torsion 、 shear lag and wrapping. 预应力混凝土曲线箱梁桥,由于受到空间预应力束、曲箱梁的弯曲、扭转及截面剪力滞、畸变等因素的影响,受力十分复杂。
- Shear walls and the walls of the hollow box beam will be approximately 50 cm thick. 剪力墙和空心箱形梁的墙厚约50厘米。
- Compared with the railway bridge and culvert design specifications, the box beam structure design and construction method are seen rational and feasible. 通过有限元分析结果与铁路桥涵设计规范的比较得出，该箱梁结构设计合理，施工方案可行。
- Restrained torsion of thin-walled box beam with honeycomb core is analyzed on the basis of rigid profile assumption. 在刚性剖面假设的基础上分析具有蜂窝芯材薄壁盒式梁约束扭转问题。
