1.
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
2.
The Study of Shear Conecting Behavior in Anchorage Zone of Pylon of Jintang Bridge
金塘大桥索塔锚固区段剪力连接行为研究
3.
Modified constitutional relation of reinforcement for RC anchored zones considering bond and slip
考虑粘结滑移的RC锚固区段修正钢筋本构关系
4.
Average Constitutional Relationship of Unanchored Zone of RC Structure with Considering Bond and Slip
考虑粘结滑移的RC非锚固区段平均本构关系
5.
Study on Mechanical Characteristics for Segment of the Anchorage Zone Segment of Cable-Stayed Bridge Tower
斜拉桥索塔锚固区节段受力特性研究
6.
Recoverable Resin Bolt Anchoring Section Anchoring Characteristic Study
可回收树脂锚杆锚固段锚固特性研究
7.
Anchoring effect of pressure-type anchor rods on anchored section
压力型锚杆锚固段锚固效应特性分析
8.
Study on Structural Behavior for Anchorage Zone Segment of Cable-Stayed Bridge Tower;
异形截面斜拉桥索塔锚固区节段受力性能研究
9.
Stress distribution along bonded length of new-type recoverable anchor
新型可回收锚杆锚固段应力分布规律
10.
Research on the guided wave reflecting from the upper interface of partially grouted rock bolt
导波在端锚锚杆锚固段上界面的反射研究
11.
Full-Scale Model Test and Study of Stay Cable Anchorage Zones in Pylons of Fumin Bridge in Shenyang
沈阳市富民桥索塔锚固区足尺节段模型试验研究
12.
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
13.
Test and Analysis of Cable Bent Tower s Full Scale Segmental Model in Cable-Stayed Bridge;
斜拉桥索塔锚固区节段足尺模型试验及有限元分析
14.
Full-scale segmental model experiments research on anchorage zone of Shanghai MinPu Second Bridge pylon
闵浦二桥主桥索塔锚固区足尺节段模型试验研究
15.
Study on Anchorage Performance and Load-Transfer Mechanism of Embedment Section of Prestressed Rock Cable Bolt;
预应力岩锚内锚固段锚固性能及荷载传递机理研究
16.
ANALYSIS OF STRESS DISTRIBUTION AND INFLUENTIAL PARAMETERS OF ANCHORAGE SEGMENT OF PRESSURE-TYPE CABLE
压力型锚索锚固段应力分布及影响参数分析
17.
Study on the Constitutive Model for Bond Failure of Pre-Stressed Cable Bolt;
预应力锚索锚固段粘结破坏本构模型研究
18.
Contrastive Study of Sectionalized and Wholly Grouted Anchor Load Transfer Machanism
多段型与全长粘结型锚杆锚固机理的对比研究