1.
Selection of Spans Effect Coefficient in Prestressed Continuous Concrete Beams and Slabs
预应力混凝土连续梁板中跨数影响系数取值
2.
Analyzing Continuous Steel Girder Bridges by Autostress Design Method
应用自应力设计法分析连续钢板梁桥
3.
Analysis of Reasons for Crack of Box Beam Web of a Certain Continuous Rigid-Frame
某连续刚构桥箱梁腹板裂缝成因分析
4.
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
5.
Several transforming methods of structural system for assembled continuous beam or slab bridges
装配式连续梁、板桥的几种体系转换方法
6.
Analysis of Bottom Slab Crack under the Anchorage of P.C.Continuous Box Girder
预应力混凝土连续箱梁底板锚下裂缝分析
7.
Analysis of the Web Plate Crack's Origin of Continuous Rigid Frame Bridge
连续刚构桥箱梁腹板裂缝成因分析研究
8.
Study on the RC Beams Strengthened with Steel Wire-Continuous Basalt Fiber Composite Plates
钢丝-连续玄武岩纤维复合板加固混凝土梁研究
9.
Wheel Load of Bridge Deck of Large-Span Continuous Composite Box Girder
大跨连续组合箱梁桥面板轮载作用分析
10.
Local Buckling Analysis of Web of Continuous Steel-concrete Composite Beam
钢-混凝土连续组合梁腹板局部屈曲分析
11.
Reasons analysis and countermeasures for cracks in belly board of continuous box-beam bridge with large span
大跨连续箱梁桥腹板裂缝设计成因分析及对策
12.
The steel pipe supporting and bamboo slab rubber bottom dieing construction in fish bellied continuous box beam bridge
鱼腹式连续箱梁桥的钢管支架竹胶板底模施工
13.
Partial Pressure in Anchorage Zone of Concrete Thin Webs of Continuous Rigid Frame Bridge
混凝土箱梁连续刚构桥腹板的局部承压
14.
Analysis and Treatment Measures of Crack Under the Anchorage on No.0 Web of a Continuous Rigid Frame Box Girder Bridge
某连续刚构箱梁桥0号块腹板锚下开裂原因分析及处理措施
15.
Structure Design and Finite Element Analysis of the Prestressed Continuous Concrete Box-Girder with Corrugated Steel Webs;
波形钢腹板PC组合连续箱梁桥的结构设计与有限元分析
16.
The Research on Crack Cause and Stress Limit Value Webs of Continuous Rigid Frame Structures;
连续刚构桥箱梁腹板开裂成因分析及应力限值研究
17.
Research on Dynamic Characteristic and Seismic Response of the Prestressed Continous Concrete Box-girder Bridge with Corrugated Steel Webs;
波纹钢腹板PC组合连续箱梁桥动力特性与地震反应研究
18.
Ultimate Equivalent Load Balance Method for Plastic Design of PC Continuous Beams (Slabs) with Unbonded Tendons
无粘结PC连续梁（板）塑性设计的极限等效荷载平衡法