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cantilever deep beams
相关语句
  悬臂深梁
     Experimental Research on Design Methods of Reinforced Concrete Cantilever Deep Beams and Their Application in Shanghai Museum Project
     混凝土悬臂深梁设计方法的试验研究及其在上海博物馆工程中的应用
短句来源
     For reinforcement concrete corbel with the shear span to depth ratio (a/ho) less than 1, has its performance of mechanics that is close to cantilever deep beams, It is an important kind of components in architectural structure which sustains roof trusses, brackets, tray' beams, frame' beams, wall' beams and crane' beams.
     剪跨比a/h_0≤1的短钢筋混凝土牛腿,其受力性能接近于悬臂深梁,在建筑结构中是支承屋架、屋面梁、托架、托架梁、框架梁、墙梁和吊车梁等的重要构件。
短句来源
     The proposed design methods of cantilever deep beams are put forward and used in the design of16 cantilever deep beams in Shanghai Museum Proect on the basis of the test results.
     在试验基础上提出悬臂深梁设计方法,并应用于上海博物馆工程16片悬臂深梁设计。
短句来源
     INVESTIGATION OF REINFORCED CONCRETE CANTILEVER DEEP BEAMS SUBJECTED TO SHEAC
     钢筋混凝土悬臂深梁的抗剪研究
短句来源
     The papers intent is to investigate the range,the theroeticalmodel and the failure behavior of the cantilever deep beams subjectedto shear through the experimental studies and nonlinear finiteelement analysis and to present an explicit formula for the predictionof shear strength using the modified compression field theory andresults from the experiment and the theory analysis.
     本文通过试验和非线性有限元分析,对悬臂深梁的抗剪性能和互剪破坏特征等问题进行了研究,并运用斜压场理论结合试验和有限元分析结果提出悬臂深梁抗剪强度的计算公式。
短句来源
更多       
  相似匹配句对
     INVESTIGATION OF REINFORCED CONCRETE CANTILEVER DEEP BEAMS SUBJECTED TO SHEAC
     钢筋混凝土悬臂深梁的抗剪研究
短句来源
     Stress Analysis for Cantilever Deep Beam
     悬臂深梁的应力分析
短句来源
     Lengthening and Reinforcement of Concrete Cantilever Beams
     混凝土悬挑梁的接长改造与加固
短句来源
     CALCULATION OF STRESSES OF DEEP RC CONTINUOUS BEAMS
     钢筋混凝土连续深梁的应力计算
短句来源
     Research on Vibration Reduction of Cantilever Beams by Collision
     悬臂梁碰撞减振机理实验研究
短句来源
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The papers intent is to investigate the range,the theroeticalmodel and the failure behavior of the cantilever deep beams subjectedto shear through the experimental studies and nonlinear finiteelement analysis and to present an explicit formula for the predictionof shear strength using the modified compression field theory andresults from the experiment and the theory analysis.

本文通过试验和非线性有限元分析,对悬臂深梁的抗剪性能和互剪破坏特征等问题进行了研究,并运用斜压场理论结合试验和有限元分析结果提出悬臂深梁抗剪强度的计算公式。

In this paper, the test results of 14 reinforced concrete cantilever deep beam specimens undermonotonic and repeated cyclic loadings are elucidated. The failure modes and behavior of suchbeams are discussed. The calculation formulas of bearing capacity and inclined crack resistance ofcanti1ever deep beams having their results in good agreement with the test ones are presented.The proposed design methods of cantilever deep beams are put forward and used in the design of16 cantilever deep beams in...

In this paper, the test results of 14 reinforced concrete cantilever deep beam specimens undermonotonic and repeated cyclic loadings are elucidated. The failure modes and behavior of suchbeams are discussed. The calculation formulas of bearing capacity and inclined crack resistance ofcanti1ever deep beams having their results in good agreement with the test ones are presented.The proposed design methods of cantilever deep beams are put forward and used in the design of16 cantilever deep beams in Shanghai Museum Proect on the basis of the test results. The bearingcapacities and the approximate safety factors of the actual size cantilever deep beams are probablyestimated through the simulation relation between specimens and actual members, and final sug-gestions for improving the design are proposed. The conclusions can be used as a reference in thedesign of similar cantilever deep beams and for the modification of design codes.

本文绘出14片悬臂深梁在一次加载和反复加载下的试验结果。讨论破坏形态,分析受力性能,提出承载力计算公式,计算值与试验值符合良好。在试验基础上提出悬臂深梁设计方法,并应用于上海博物馆工程16片悬臂深梁设计。根据模拟关系近似估计实际的悬臂深梁的承载能力及大体的安全储备,对设计提出改进意见,供工程应用及修订规范参考。

Through the structural test and nonlinear finite element analysis,the bearing mechanism of concrete cantilever deep beams under concentrated load is studied.And its calculating formula of flexural bearing capacity is given.

通过结构试验和非线性有限元分析,研究了钢筋混凝土悬臂深梁在集中荷载作用下的受力性能,并给出了正截面承载力计算公式.

 
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