1.
Adjustment of Alignment of Main Girder after Removal of Closure Segment in Tianjin Yonghe Bridge
天津永和大桥合龙段拆除后的主梁线形调整
2.
Girdder Fabrication Profile Control of Composite Cable-Stayed Bridge Based on Geometry Control Method
基于几何控制法的结合梁斜拉桥主梁制造线形控制
3.
The Lineal Mass Control Method of Cast-in Main Pier of Concrete Cable Stayed Bridge
混凝土斜拉桥主梁悬浇的线形质量控制
4.
Alignment Control of Cable-stayed Bridge Girder during Construction
徐州市和平路斜拉桥主梁施工线形控制
5.
The research results show that this method could control the stress of the construction and the line shape of the girder in accurate range at the same time.
研究结果表明，这种方法能将成桥后结构的内力和主梁的线形同时控制在精度范围内。
6.
The linearis monitoring under skew continuous box girder bridges cast with balanced cantilever method
悬臂浇注斜交连续箱梁桥的线形监控
7.
PDL Bridge Settlement Displacement Measurement & Control Technique
客运专线桥梁沉降变形观测控制技术
8.
The Shape and Stress Control of Symmetrical Cantilever Construction Bridge
对称悬臂施工桥梁的线形和应力控制
9.
Construction control of Huai'an Beijinglu Bridge
淮安北京路大桥钢箱梁吊装线形控制
10.
Blast-resistant properties of beams consisting of nonlinear elastic large deformation materials
非线性弹性大变形材料梁的抗爆特性
11.
Study on Construction Geometry Control of Prefabrication Based on Short-Line Method and Cantilever Erection Continuous Girder Bridge;
短线预制悬臂拼装连续梁桥施工线形控制研究
12.
Alignment Control for Short-line Precast Segmental Bridges
短线法节段预制拼装桥梁线形控制探讨
13.
Linear type control of the continuous beam on the Zhumadian large Bridge of the Shi-Wu passenger dedicated line
石武客运专线驻马店特大桥连续梁段线形监控
14.
Geometric Shape Control of Precasting of PC Box Girder Segments by Short-Line Match Method
预应力混凝土箱梁短线法节段预制线形控制
15.
On Box Girder Precast Segment Assembling by Short-line Method & Alignment Control Technological Principle
短线法箱梁节段预制拼装及线形控制技术原理
16.
Linear Control Technique for Large-span Grouting Continuous Beam Construction in PDL
客运专线大跨度悬灌连续梁施工线形控制技术
17.
Study on Theory of Stress-free Shapes Method on Steel Box Girder for Long-span Cable-stayed Bridge
大跨钢斜拉桥主梁无应力构形法研究
18.
Shear Lag Effects of Cable-stayed Bridge with П-shape Cross-section Main Girder
П形截面主梁斜拉桥剪力滞效应分析