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混凝土框架梁
相关语句
  concrete frame beam
     DESIGN OF CARBON FIBER SHEET STRENGTHENING SHEAR CAPACITY OF CONCRETE FRAME BEAM FOR A HOTEL IN SOUTH CHINA
     南方某宾馆混凝土框架梁抗剪加固设计
短句来源
     Shrinkage Analysis and Crack Treatment of Concrete Frame Beam
     混凝土框架梁的收缩分析及裂缝处理
短句来源
     Research on design method of post-tensioned prestressed concrete frame beam
     后张预应力混凝土框架梁设计方法的研究
短句来源
     Based on the seismic behaviour of the prestressed concrete frame beam, it explores the parts below:
     本文围绕预应力混凝土框架梁的抗震性能,主要探讨以下内容:
短句来源
     Base on an engineering, this text introduce the application of technology for strengthening with carbon fiber reinforced polymer laminate in concrete frame beam strengthened for shear resistance.
     本文根据工程实际情况,简要介绍了碳纤维片材加固技术在混凝土框架梁抗剪加固工程中的应用.
短句来源
  “混凝土框架梁”译为未确定词的双语例句
     Fundamental Restraining Model of Concrete Frame-Slab-Beam Structures under Temperature and Shrinkage Action
     混凝土框架梁板结构温度及收缩作用下的基本约束模型
短句来源
     Designing the prestressed concrete casting girder for an added construction
     某套建工程预应力混凝土框架梁的设计
短句来源
     This article gives an introduction to the design of single span partially prestressed frame beam with 39 7m length in the training hall of Shandong Sports Technology Institute.
     介绍了山东省体育运动技术学院 3层跨度为 3 9 7m单跨部分预应力混凝土框架梁的设计计算情况。
短句来源
     In the last,present a practical method for the design of prestressed concrete frame beam-themetbod of unit tension.
     最后,提出了一种预应力混凝土框架梁的实用设计方法一单位张力法。
短句来源
     An analysis of failures and failure dependencies of the RC frame structuresbased on the pushover method
     基于Pushover方法的混凝土框架梁失效及相关性分析
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  相似匹配句对
     concrete;
     混凝土;
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     To construct reinforce concrete frame
     框架混凝土补强加固施工
短句来源
     Quality Controlling of RC. Frame Structures During Construction
     混凝土框架结构施工质量控制
短句来源
     Tendon Disposition Options in Extra-Long Post-Tensioned Concrete Frame Beams
     超长预应力混凝土框架的布索方案
短句来源
     Shrinkage Analysis and Crack Treatment of Concrete Frame Beam
     混凝土框架的收缩分析及裂缝处理
短句来源
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When the cnd momcnls of reinforced concrete frame beams arc readjusted, the variation of midspan bending moment of the beams is analgzed in this paper, and a calculation method is proposed

本文对钢凝混凝土框架梁端调幅后跨中变矩弯化进行分析,提出计算方法。

This paper presents the experimental results of 16 specimens out of the whole 24 beam end specimens of reinforced concrete framed structures under low repeated and reciprocal loading;discusses the perforrnace of stirrup bearing force and the effect of web reinforcement ratio and distance between stirrup centers on the mode of failure,deflection ductility,curvature ductility,coefficient of work ratio and energy absorbing and dissipating capacity of,the beam end,and demonstrates the superior condition fo setting...

This paper presents the experimental results of 16 specimens out of the whole 24 beam end specimens of reinforced concrete framed structures under low repeated and reciprocal loading;discusses the perforrnace of stirrup bearing force and the effect of web reinforcement ratio and distance between stirrup centers on the mode of failure,deflection ductility,curvature ductility,coefficient of work ratio and energy absorbing and dissipating capacity of,the beam end,and demonstrates the superior condition fo setting stirrup for well enhancing earthquake-resistant behavior of beam end.

提供了整个24根钢筋混凝土框架梁端试件中的16根试件在低周反复荷载作用下的试验研究结果;论述了箍筋的受力性能以及横向配箍率和间距对梁端的破坏型态、位移延性、曲率延性、功比指数、吸收和耗散能量能力等的影响,并且指出了有效提高梁端抗震性能的最优配箍条件。

Taking reinforcement of a damaged building as background, this paper studies stress distri-butions of the butt joint connecting a beam and column for a reinforced concrete frame whic has been strengthened by means of sticking steel plates on both sides of the beam and a stiff support under it. The effects of consolidation with different width plates are analysed. It is very evident that the maximum tension stress in concrete nearby the beam-column joint is de-creased rapidly by adhering the stiff support. The...

Taking reinforcement of a damaged building as background, this paper studies stress distri-butions of the butt joint connecting a beam and column for a reinforced concrete frame whic has been strengthened by means of sticking steel plates on both sides of the beam and a stiff support under it. The effects of consolidation with different width plates are analysed. It is very evident that the maximum tension stress in concrete nearby the beam-column joint is de-creased rapidly by adhering the stiff support. The results correspond to those measured in situ. And the anchorage length of adhered steel plate is discussed.

本文以加固工程实践为背景,用有限元方法分析了对钢筋混凝土框架梁、柱构件交接点进行外粘钢板、粘结刚性支托加固后的应力分布,研究了梁侧粘贴不同宽度钢板的加固效果,分析表明:粘结刚性支托对结点处混凝土中最大拉应力影响相当明显。计算结果与现场实测应力相符。还研究了梁侧粘钢板的锚固长度问题,给出了相应的锚固长度公式。

 
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