1.
STUDY ON NEW METHOD FOR SEISMIC RESPONSE ANALYSIS OF BOX ARCH BRIDGE
箱拱桥梁地震反应分析的新方法研究
2.
Some Discussions on Structural Calculation of X-style Arch Bridge with Composite Beam Deck System of Steel Box Girder Arch Rib
钢箱拱肋组合梁桥面系提篮拱桥结构计算的几点探讨
3.
Research of Construction Control on the Southen TaiZi Hu Arch Continuous Box Beam Bridge;
南太子湖拱形连续箱梁桥施工控制研究
4.
A butterfly-shape arch bridge in Zhongshan City is a multi-element spatial structure composed of inclined steel arch ribs, curved steel box girder and inclined suspenders, and the structural behavior of the bridge is particularly complicated.
中山市蝴蝶拱桥是由倾斜钢拱肋、曲线钢箱梁和倾斜吊杆组成的多元空间结构，受力行为复杂。
5.
Cause Analysis of Arch Ring of 120m Concrete Box Arch Bridge
120m混凝土箱型拱桥拱圈裂缝成因分析
6.
The scheme is a transition between the box girder with vertical piers and the true arch.
该结构是具有垂直墩的箱梁桥钢与真正的拱桥之间的一种过渡形式。
7.
Design of 128m Combination Bridge with Prestressed Concrete Beam and Arch
128m预应力混凝土梁拱组合桥梁设计
8.
The Line Shape Control of Ateel Box Arch Rib of External Slanted Arch Brigdge;
外倾式钢箱拱桥扣索吊装拱肋线形控制
9.
The Research for Local Stability of Arch Web during Swing of Open Cross-Section Thin-Walled Box Arch Bridge
开口薄壁箱型拱桥转体施工中拱肋局部稳定
10.
The Design and Construction of Buckle Point of Long Spam Concrete Arch Brige
大跨径混凝土拱桥拱箱扣点设计及施工
11.
Construction Technology of Box Arch Rib Cast-in-place of Extra Tied Arch Railway Bridge
铁路特大系杆拱桥箱形现浇拱肋施工技术
12.
Analysis of Mechanical Behavior of Cast-in-place RC Box Arch Ring during Construction
钢筋混凝土拱桥拱箱现浇施工力学行为分析
13.
Analysis of Arch and Beam Combination Modeling Experiment of 56m Tied Arch Bridge;
56m系杆拱桥拱梁结合部静力模型试验分析
14.
Analysis on the Main Arch and End Beam of CFST Arch Bridge with Flexible Tied Bar;
“飞燕式”钢管混凝土拱桥主拱与端横梁受力分析
15.
The upwarp control measures of mass concrete prefabrication box beam
大体积混凝土预制箱梁上拱控制措施
16.
Construction Stability Analysis of Long-Span Steel Box Truss Arch Bridge;
大跨度钢箱桁架拱桥施工稳定性分析
17.
QR-Method for Static and Danamic Analysis of Box Arch Bridges;
箱形拱桥静力分析与动力分析的QR法
18.
Construction Control Method of Long-Span Steel Box Tied Arch Bridge
大跨度钢箱系杆拱桥的施工控制方法