The carrying capacity of the anchorage zone meets requirements.
索梁锚固结构承载能力满足要求。
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。
Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
Process experiment of SFRC for anchorage zone between steel anchorage box and cable in bridge tower;
斜拉桥中塔索锚固区受力和结构都比较复杂 ，属于斜拉桥中的关键部位。
The model anti-crack safety coefficient are bigger than 1.65, the anchorage zone of the pylon are safely and reliable.
模型的抗裂安全系数大于1.65，索塔结构锚固区设计安全可靠。
The stress and its distribution of the cable beam anchorage zone are the key factors of the design of cable stayed bridge.
斜拉桥索梁锚固区的应力大小及分布是影响设计的关键因素。
This thesis sets out to make brief introduction of the full-scale model test and test result of the anchorage zone of the pylon.
本文简要介绍了索塔锚固区节段足尺模型试验及试验结果。
The article introduces the design of level bearing performance experiment model for cable pylon anchorage zone of Yellow River No.
该文介绍了济南黄河三桥索塔锚固区水平受力性能试验模型的设计；通过有限元分析，对试验模型和实际结构的受力进行了比较。
The analysis results that the stress distribution at the anchorage zone of the bridge modeled by different models are very similar.
计算结果表明，试验模型能够较好地反映实桥索梁锚固区的受力特性。
Whether the connection between steel plate and concrete pylon wall was reliable related to the safety of the whole anchorage zone of pylon.
钢板和混凝土塔壁之间的连接的是否可靠，关系到整个索塔锚固区的安全。
Due to the influence of the weight and anchorage zone of the side span splay casting, unloaded cable shape is the shape with splay casting weight.
因边跨散索套重量及锚固区设置影响，主缆空缆线形即为有散索套重量下的空缆线形。
Anchorage zone of pylon, which is a key part of cable-stayed bridge, can pass local concentrated cable force to the tower column safely and uniformly.
索塔·拉索锚固区是斜拉桥中的关键部位，其作用是将拉索的局部集中力安全，均匀地传递到塔柱。
A study of the stress and strain distribution of anchorage zone in a long span PC box girder was undertaken in the background of Hangzhou Bay Bridge project.
本文以杭州湾跨海大桥北航道非通航孔桥为工程背景，对大跨度预应力混凝土箱梁锚固区混凝土的应力应变分布特征进行了分析研究。
The STM models were proposed for design of anchorage zone. The distribution of interior stresses in anchorage zones was analysed by finite element method (FEM).
研究内容主要包括：端部、内部中心锚固区的有限元分析，并对已有的拉压杆模型提出修正方法。
The anchorage zone of the pylon is a key part for cable-stayed Bridges, where the concentrated force of cable will be transferred to the pylon safely and uniformly.
索塔·拉索锚固区是斜拉桥的关键部位，拉索的集中力将通过这一部位安全、均匀地传递到塔柱中。
The finite element model with shell element and beam element was established, the mechanical behavior of anchorage zone under the most unfavorable load was analyzed.
采用 板壳单元和梁单元建立了索 梁锚固结构的有限元模型，对索 梁锚固区在最不利荷载 组合作用下的受力性能进行了研究；
The type of shear connectors selection test and full-scale model test for the anchorage zone segment of Jintang Bridge, which is under-construction, were the project background.
本文以在建中的金塘大桥的索塔锚固区剪力键选型试验和节段足尺模型试验为项目背景。
This paper analyzes the local stress in the anchorage zone of cable-beam and cable-tower with three-dimensional finite element model for providing the reference to similar works.
本文建立索梁及索塔锚固的三维有限元模型，分析这些部位的局部应力。
It is pointed out that the cause of decrease in cracking load is mainly due to the presence of ducts in concrete elements which weaken the bursting resistance of the anchorage zone.
指出预留孔道削弱了锚固区抗劈裂的能力，成为降低开裂荷载的主要因素。
The additional transverse reinforcement should be uniformly distributed in the anchorage zone and the spacing of bars should not exceed 5 times the diameter of the longitudinal reinforcement.
增加横向钢筋应均匀分布在锚固区和搭接的间距应不超过5倍的纵向钢筋直径。
Rationality of construction and prestressed tendon layout around cable-girder anchorage zone is also tested in this paper. The result indicates that the design of anchorage zone is appropriate.
另外，对本桥的索梁锚固区域的结构和配索合理性进行了验证，结果表明了该桥索梁锚固区三向预应力布置的合理性，以及锚固区结构设计的合理性。
Within the whole anchorage system, the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
Within the whole anchorage systems the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
Within the whole anchorage systems the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
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