无粘结,unbonded英语短句,例句大全

无粘结,unbonded
1)unbonded['?n'b?ndid]无粘结
1.Design and Model Setting of Unbonded Post-tensioned Hybrid Wall;后张无粘结预应力装配式短肢剪力墙设计及建模
2.Lateral load behavior of unbonded post-tensioned coupled concrete wall subassemblages;后张无粘结预应力装配混凝土联肢抗震墙的连梁组合体抗侧性能
3.Construction technology of post-tensioned unbonded prestressed concrete structure;浅谈后张无粘结预应力混凝土结构施工技术

英文短句/例句

1.no bond stretching无粘结纲筋的后预应力
2.How to protect unbonded tendon and anchorage is the key to prevent corrosion in unbonded prestressed concrete.无粘结筋与锚具是无粘结预应力结构防腐蚀的关键。
3.Technical specification for concrete structures prestressed with unbounded tendons无粘结预应力混凝土结构技术规程
4.FEM Analysis of Unbonded Prestressed Floorslab Structures;无粘结预应力楼盖结构的有限元分析
5.Integrated Application of Bonded and Unbonded Prestressed Technology in Flat-slab Structure Engineering有粘结与无粘结预应力技术在梁板结构工程中的综合应用
6.External prestressing is a kind of no felt prestress.体外预应力是无粘结预应力的一种。
7.Basic Theoretical Studies on Intelligent Concrete Beams Using Unbonded External SMA Wires;无粘结SMA智能混凝土梁基本理论研究
8.Nonlinear Analysis of Beams Prestressed with Unbonded Tendons;无粘结预应力混凝土梁的非线性分析
9.On construction technology of the unbonded prestressing hollow floor浅谈无粘结预应力空心楼盖施工技术
10.Construction Technique of On-in-situ Unbonded Prestressed Hollow Floor现浇无粘结预应力空心楼盖施工技术
11.Laws of stress increment in unbonded tendons in concrete beams and slabs at serviceability stage混凝土梁板中无粘结筋应力增长规律
12.Comparative Research on Seismic Response between Unbonded Prestressed Concrete Flat-beam Frame and Bonded Prestressed Concrete Flat-beam Frame;无粘结与有粘结预应力混凝土扁梁框架地震响应对比研究
13.The Contact Analysis Method of Unbonded Prestressed Concrete Structure Calculation;无粘结预应力混凝土结构计算的接触分析方法
14.Unbonede Prestressed Concrete Frame Structure Design Research;无粘结预应力混凝土框架结构设计研究
15.Analysis and Design of an Unbonded Prestressed Egg-shaped Digester;无粘结预应力消化池的结构分析与设计
16.Technologies on Constructing Wide-span Incoherent Pre-strength Beam Cover Board;大跨度无粘结预应力梁楼盖结构施工技术
17.Quality Control Measures for Unbonded Prestressed Concrete Structure确保无粘结预应力混凝土结构质量控制措施
18.Mechanical Analysis of the Unbonded Prestressed Frame Construction对无粘结预应力框架结构的施工力学分析

相关短句/例句

unbond无粘结
1.In order to meet the need of big space,the unbonded prestressed concrete cross-beam floor is adopted in the multifunctional office building in Heilongjiang province.为满足室内大空间的需要,黑龙江某多功能厅采用无粘结预应力井式梁板楼(屋)盖。
2.In construction of Foshan Shijilian Stadium project, engineers adopted some prestress techniques such as unbonded prestressed concrete ring floors, bonded prestressed concrete large oblique columns, bonded prestressed concrete cushion caps and prestressed uplift anchor rods and so on.佛山世纪莲体育场工程,设计采用无粘结预应力混凝土环向楼面、有粘结预应力混凝土大斜柱、有粘结预应力混凝土大承台和预应力抗拔锚杆多项预应力技术,介绍了技术难点与采取的施工措施。
3.In the paper, design procedure that nonlinear full-range analysis of the unbond prestressed concrete flexural member is used by the model of cable-beam is introduced.介绍了来用索—粱法对无粘结预应力混凝土受弯构件进行非线性分析的程序设计方法。
3)unbounded[英][?n'ba?nd?d][美][?n'baund?d]无粘结
1.Application of unbounded Prestressed Flat on Agricultural Building;无粘结预应力平板结构在农业厅大楼的应用
2.The key of calculating flexure strength of UPPC beam is to determine unbounded prestressed tendon s ultimate value when the components are under their ultimate load ability.计算UPPC梁(板)的抗弯强度,关键是确定构件在极限承裁能力时无粘结预应力筋的极限应力值。
3.In this paper,the formula of flexural stiffness of unbounded prestressed concrete beams are developed by the method of material mechanics.采用材料力学方法推导了无粘结预应力混凝土受弯构件的抗弯刚度公式 ,指出无粘结筋对构件抗弯刚度的贡献小于有粘结筋对构件抗弯刚度的贡献 ,对布筋形式、荷载形式等因素进行了简要分
4)binderless无粘结剂
1.Research progress of binderless cemented carbide;无粘结剂硬质合金的研究进展
2.Characteristic of lignite binderless hot pressure molding褐煤无粘结剂热压成型特性
3.Sintering,as the most important process in preparation of binderless C/C composites,was investigated,in which sintering approach and scheme was closely related with the properties of final product.对无粘结剂C/C复合材料而言 ,烧结是整个制备工艺过程中最为关键的一个环节 ,烧结制度是否合理直接影响制品的最终质量和性能。
5)inorganic bond无机粘结
6)unbonded tendon无粘结筋
1.Law of stress increment in unbonded tendons for concrete simple beams and slabs;预应力混凝土简支梁板中无粘结筋应力增长规律
2.Comparison of formulas for calculating the ultimate stress increment in unbonded tendons无粘结筋极限应力增量计算公式对比分析
3.The method for calculating stresses in unbonded prestressing tendons is proposed as follows:calculating the deflection of two-span continuous beam subjected to external load by equal stiffness method which is accord with stiffness formulae of design criteria;calculating the elongation of unbonded tendons;calculating stresses in unbonded prestressing tendons due to elongation.合理考虑两跨连续梁在加载过程中受力模式的变化和无粘结筋的应力增量对支座控制截面正截面抗弯承载力的贡献,选择合理的结构“失效”标志,就可应用相关设计规程所给刚度计算公式按等刚度法计算结构的变形,求得无粘结筋在外载下的伸长,从而确定无粘结筋极限应力。