1、

Several typical models of cable-girder anchorage for long-span cable-stayed bridges with steel box girder, such as anchor-box, auricular anchor plate, anchor-pipe, tensile anchor plate, are described.

介绍了大跨度钢箱梁斜拉桥索梁锚固结构的4种常见连接型式:锚箱式连接、耳板式连接、锚管式连接与锚拉板连接。

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2、

The carrying capacity of the anchorage zone meets requirements.

索梁锚固结构承载能力满足要求。

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3、

Loca stress analysis of anchorage zone saddle of part cable-stayed bridge

部分斜拉桥鞍座锚固区局部应力分析

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4、

The application of anchor rod retaining wall in various anchorage projects has wide developing prospect.

锚杆挡土墙在各种锚固工程中的应用有着广阔的发展前景。

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5、

Studies on Anchorage Zone stresses in prestressed concrete members

预应力混凝土梁锚下局部应力的研究

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6、

Analysis method and engineering application of anchorage zone of cable-stayed bridge pylon's prestress

斜拉桥索塔锚固区局部应力分析方法及工程应用

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7、

Steel anchor box structure was used in the cable-tower anchorage zone.

天津保定桥为独塔单索面钢箱梁斜拉桥,索塔锚固区采用钢锚箱结构。

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8、

3D Analysis on Anchorage Zone between Beam and Cable in Cable-stayed Bridge

斜拉桥耳板式索梁锚固结构的空间分析

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9、

Study on Anchorage Zone of PC Hollow Tower

预应力混凝土空心桥塔锚固区受力特点研究

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10、

Arrangement of Prestressing Force in Anchorage Zone of Curved Tower Columns

曲塔柱拉索锚固区预应力布设

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11、

Finally, the local stress of the cable pylon anchorage zone is researched.

最后分析了索塔锚固区的局部应力。

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12、

Study of Crazing Resistance and Bearing Capacity of Concrete at Heavy Tonnage Anchorage Zone

大吨位锚固区混凝土抗裂性及承压能力研究

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13、

Research of pumping SFRC in anchorage zone between steel anchorage box and cable

索塔锚固区泵送钢纤维混凝土的研究

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14、

Study of Pumpability of High Performance Fiber Concrete for Anchorage Zone on Very High Bridge Pylon

超高索塔锚固区用高性能纤维混凝土泵送性能研究

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15、

Finite Element Analysis of Cable-Girder Anchorage Zone for Cable-Stayed Bridge with Steel Anchor Box

钢锚箱式索梁锚固区段有限元仿真分析

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16、

Study of Influence of Anchorage Zone Arrangement on Partial Stress at End of Pre-stressed T-shaped Beam

锚固区布置对预应力T梁梁端局部应力影响研究

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17、

Strut-and-tie Model Method for Bursting Force Calculation of Post-tensioned Anchorage Zone in Rectangular Beam

矩形截面梁后张锚固区劈裂力计算的拉压杆模型法

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18、

Spatial stress analysis on back anchorage zone of pylons of long span special-shaped cable-stayed bridge

大跨度异型斜拉桥塔柱后锚点空间应力分析

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19、

The ultimate bearing capacity of anchorage zone attains 3.07 times as much as its designed load.

索梁锚固区的极限承载力为设计荷载的3.07倍,有一定的安全储备。

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20、

Anchorage Zone of Cable-stayed Tower in Badong Changjiang Highway Bridge: Model Test and Spatial Stress Analysis

巴东长江大桥索塔锚固区节段模型试验与空间应力分析

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