钢筋和预应力混凝土设计。
预应力混凝土结构塑性计算理论与设计方法是理论界和工程界十分关注且较为棘手的问题之一。
The calculating theory and designing method of pre-stress reinforcement concrete structure plasticity is one of thorny problem that the theory circle and project circle pays close attention to.
本文的主要研究内容是型钢混凝土结构和无粘结预应力混凝土结构的抗震性能和设计理论。
The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures.
详细讨论了基于有限元分析的钢筋混凝土和预应力混凝土楼板的板带截面设计方法。
The section design method of slab strips for reinforced concrete and post tensioned concrete slabs is discussed in detail.
研究成果为我国城市轻轨预应力混凝土轨道梁的工程设计与应用及有关规范的编制提供了依据和参考。
The research results provide references for engineering design and applications of urban light rail prestressed concrete track girders as well as establishment of correlative codes.
在预应力混凝土连续刚构桥预应力设计中，有两个问题急需要解决。
In the prestress design of PC continuous rigid frame bridge, there are two problems in dire need of solving.
高强轻骨料混凝土(HSLWC)的收缩性能是预应力hslwc结构设计的重要参数。
Shrinkage of high strength lightweight aggregate concrete (HSLWC) is an important parameter for the design of prestressed HSLWC structures.
本文主要针对预应力混凝土曲线梁桥抗扭设计中的相关问题进行了分析计算。
This article mainly aimed at analyzing and calculating some problems related to the torsion design of curved prestressed concrete girder Bridges.
通过磊口大桥工程实例，对带挂梁的预应力混凝土T型刚构桥的设计进行总结。
By a actual engineering example in Leikou bridge, the design of prestressed concrete T-frame bridge hanging a beam.
介绍了预应力混凝土框架梁的设计过程及相关构造措施。
This paper introduces the prestressed concrete frame beams of the design process and related structural measures.
本文结合深圳西部电厂工程实例介绍了大直径预应力钢套筒混凝土管在海水环境中的设计及应用情况。
Prestressed steel sleeve concrete pipeline of big diameter was designed and applied in marine environment in the west power plant in Shenzhen city, Guangdong province in south China.
重庆国际机场航站楼候机指廊工程预应力混凝土超长结构设计中，综合考虑了各方面因素；
In the design of the ultralong prestressed concrete structure of the waiting corridor project of airport buildings of Chongqing International Airport, engineers comprehensively considered all factors.
本文对有粘结预应力混凝土简支梁进行动力有限元程序设计。
The dynamic finite element program of bonded prestressed concrete beams was designed.
荷载平衡法已广泛地应用于预应力混凝土结构的设计。
The method of equivalent loads is used widely in the design of prestressed reinforced concrete structures.
介绍大跨度不对称曲线预应力混凝土连续梁桥的设计和成桥后的静、动载试验。
In this paper, the design of the long span asymmetric prestressed concrete curved continuous girder bridge, and static and dynamic load tests for the completed bridge are described.
对《先张法预应力混凝土管桩》图集的编制依据和适用范围、主要材料、生产工艺及有关设计参数作简单介绍。
Plan compilation is Introduced by basis of compilation, area of apply, primary material, production technology and design parameter on Pretensioned Spun Concrete Pile.
本文采用正交设计的方法，对粉煤灰在高强预应力混凝土轨枕中的应用进行了试验研究。
This paper studied the application of fly ash on concrete sleeper with the method of ortho design.
在详细分析了预应力度同梁的应力、位移、开裂的关系的基础上提出了部分预应力混凝土梁的设计方法。
Based on analyzing the relations of degree of pre-stress to stress, deflection and crack of concrete beam, a design method is pro-posed.
预应力设计是混凝土连续梁桥设计中的重要组成部分。
The prestress design is the important part in the design of concrete continuous girder bridges.
以混凝土结构设计规范(GBJ10—89)为基础。建立了强力钢筋做预应力筋的预应力混凝土结构用名义拉应力控制裂缝宽度的方法。
Based on the design code of concrete structure (GBJ10-89), the paper gives the nominal tensile stress method of controlling crack width in prestressed concrete structure of punchy bars.
根据两类极限状态的基本要求，建立了预应力混凝土梁截面设计的控制方程，提出了直接设计方法。
Based on the demands of two limit states, the design control equations of cross section for prestressed concrete beam are derived and the direct design method is presented.
目前，关于预应力混凝土连续梁、连续刚构的理论研究较为深入，从设计理论上讲已日趋成熟，施工经验也较丰富。
At present, the theoretics of continuous Bridges and continuous rigid-frame Bridges have been researched deeply, design theoretics has matured and the experience of construction has been abundant.
该方法把无预应力混凝土与预应力混凝土构件、简单梁与组合截面梁的设计理论和方法统一起来。
The method unites non-prestressed concrete and prestressed concrete, simple beam and combining section beam in designing theories and methods.
工程设计实践中将无粘结预应力混凝土梁的安全贮备比有粘结预应力的计算结果提高15%有一定的合理性。
It seems reasonable in practice to increase the safety margin of unbonded members by 15% in comparison with the bonded prestressed concrete bending members.
探讨了强约束钢筋混凝土柱、结构转换层、预应力混凝土结构等技术在高层建筑结构设计中的应用。
The technological applications of the strongly confined reinforced concrete column and the transformation story in the tall building design and prestressed concrete are discussed in the paper.
探讨了强约束钢筋混凝土柱、结构转换层、预应力混凝土结构等技术在高层建筑结构设计中的应用。
The technological applications of the strongly confined reinforced concrete column and the transformation story in the tall building design and prestressed concrete are discussed in the paper.
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