砖砌体
- Brick masonry;brick setting
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组合砖砌体的设计计算
Calculation in Design of Combination Brick Setting
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组合砖砌体构件公式中有关e′N问题的讨论
Discussion of The combination Brick'work Structural Question About e '_N in Formula
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FRP加固砖砌体抗压强度的试验
Experimental Investigation into Compressive Performance of Brick Masonry Reinforced with FRP
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FRP加固砖砌体的抗剪承载力研究
Research on Shear Capacity for Brick Masonry Strengthened by FRP
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FRP增强砖砌体墙在平面内荷载作用下有限元模型
Finite element model for brick masonry wall reinforced with FRP under in-plane loading
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介绍了FRP加固砖砌体墙的试验研究以及受剪承载力分析。
A series of experiments and analysis on masonry wall reinforcement with FRP are introduced .
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横向粘贴CFRP砖砌体墙在水平荷载作用下有限元分析
Finite element analysis of strengthening brick masonry wall under horizontal load with transverse CFRP
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GRC网格布加固空心砖砌体受剪性能的研究
Study on Shear Capacity for Brickwork Reinforced with GRC Gridding Cloth
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对表面粘贴GFRP加固的砖砌体试件进行了平面外四点弯曲试验。
Experiments of out-of-plane four-point bending have been carried out on specimens strengthened with bonding GFRP on the surface .
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AFRP加固标准砖砌体试件双剪试验
Double shear experimental research on standard brick masonry samples strengthened with AFRP
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为此我们对页岩模数多孔砖砌体的局部受压进行了试验研究,并对适用页岩模数多孔砖的局部受压强度提高系数γ及其计算公式中b值的确定进行了研究。
Therefore , we have made partial compression tests on shale modulus porous brick wall and studied on factor of gain in partial compression strength γ suitable for shale modulus porous brick and on determination of b value in calculation formula .
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DM2(3)型模数多孔砖砌体的力学性能试验研究
Test of the Mechanical Property of DM2 ( 3 ) Modular Cellular Brick Masonry
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本文对27个芳纶纤维布(AFRP)加固标准砖砌体试件进行了双剪试验研究。
In this paper , double shear experiment on twenty-nine standard brick samples strengthened with AFRP was performed .
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分析了加固试件抗剪强度的影响因素,提出了用GRC网格布加固空心砖砌体的受剪承载力计算方法。
By analysing the factors of shear capacity , the formulas used for calculating the shear capacity of brickwork reinforced with GRC gridding cloth are given .
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根据GFRP加固的砖砌体试件受弯试验结果,研究了不同荷载下GFRP的应变分布以及粘结界面剪切粘结应力的分布;
Based on the four-point bending test results of brick masonry specimens strengthened with GFRP , the strain distributions in GFRP and the shear bond stress distributions at the bond interface under different loads have been studied .
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根据双面剪切粘结试验的结果,研究了砖砌体与GFRP粘结界面上剪切粘结应力的分布以及局部粘结应力滑移关系,提出了局部粘结应力滑移关系的理论模型;
Based on the double-face shear bond test results , the distributions of shear bond stress and local bond stress-slip relationship at the bond interface between GFRP and masonry have been studied , and a local bond stress-slip relationship model has been proposed .
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理论分析表明AFRP布对砖砌体受剪承载力提供了直接和间接的作用,在此基础上提出了加固砌体的受剪承载力计算公式。
Theoretical analysis indicated that AFRP directly or indirectly improved shear carrying capacity of the brick samples . An calculating equation about shear carrying capacity of the brick masonry strengthened with AFRP was also presented in this paper .
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KP1型矩形条孔烧结页岩多孔砖砌体墙上应采用空心砌体专用膨胀螺栓,因其能够形成可靠的“自螺母效应”。
In KP1 type perforated brick masonry , expansion bolt especially design for perforated brick is prefer , because it can form " self-anchor " effect and hold tightly in brick hole .
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排架结构中砖砌体裂缝分析及防治
Analysis and prevention brick masonry crack in the bent structural system
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浅谈砖砌体施工中的质量问题
Talking about the Quality Problem in the Construction of Brick Wall
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某砖砌体办公楼改扩建的结构设计
Structural design of reconstruction of an office building with brick masonry
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蒸压粉煤灰砖砌体自由干燥收缩性能研究
Study on natural dry shrinkage of autoclaved fly ash brick masonry
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小偏心受压组合砖砌体的承载力分析
Bearing Capacity Analysis for Mixed Brick Masonry with Small Eccentric Compression
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长沙地区蒸压灰砂砖砌体力学性能研究
Research of the autoclaved sand - lime brick in Changsha aera
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砖砌体结构加固中砼利用系数的探讨
The discussion of concrete utilization coefficient in strengthened brick masonry structure
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砖砌体施工通病产生的原因分析及防治措施
Causes analysis and prevention measure of brick masonry construction common fault
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砖砌体非线性有限元分析模型研究
Study on the model of nonlinear finite element analysis of masonry
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影响砖砌体质量的几个问题及对策
Some problems and countermeasures effecting quality of the brick masonry structures
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钻取芯样法检测砖砌体抗压强度的研究
Research on brick masonry strength test method of core boring sampling
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无筋砖砌体受压构件计算机程序
The computer program for the compression members of Nonreinforced brick masonry