片语

reinforced brick masonry钢筋砖砌筑

brick masonry structure砖砌体结构

brick k masonry砖砌体

bottom frame of brick-masonry砖混底框

sand lime brick masonry灰砂砖砌体

RC-brick composite masonry structure钢筋混凝土

strengthened brick masonry structure砖砌体结构加固

brick masonry column砖砌体柱

英汉例句

• this paper analysis the reasons of brick masonry building cracks and mechanism of temperature crack, then put forward remedy plan.

  对砖混结构建筑物裂缝情况及产生的原因进行了分析，指出该建筑物裂缝是由温度变化引起，并提出了修补方。

• it provides bases and presents methods for a seismic design of steam maintain dust and sand brick masonry buildings.

  为该类建筑的抗震设计提供依据和方法。

• a micro destructive method for testing the compressive strength of brick masonry in situ is proposed.

  介绍了一种微破损原位测定砖砌体抗压强度的方法。

• owing to various causes in construction and application, low-strength mortar is often used in brick masonry structure buildings.

  由于建造及使用时的种种原因，砖砌体结构房屋往往出现砌筑砂浆强度很低的情况。

• it carries out an experimental research on shear-resistant experiments of brick masonry walls reinforced by aramid fiber reinforced polymer (afrp).

  通过芳纶纤维复合材料（afrp）加固砖砌墻体的抗剪试验，探讨了afrp加固砖砌墻体的抗剪受力机理。

• the shearing strength of back covered porous brick masonry is slightly lower than the standard level. a coefficient of 0.9 can be multiplied to ensure the safety of structures.

  盲孔多孔砖砌体的通缝抗剪强度略低于规范计算值，为保证结构安全，建议设计时乘以系数0.9；

• the strength of perforated brick masonry decreases with the increasing of void ratio.

  多孔砖砌体抗压强度随着孔洞率的增加而减少。

• the stress-strain curve of common brick masonry in compression is completely described based on compress test results of literature and constitutive relationship of concrete.

  从普通砖砌体的受压试验结果出发，借鑒混凝土本构模型，全面描述了普通砖砌体受压的本构关系。

• in this paper, a method for calculating seismic vulnerability matrix of brick masonry structure is put forward.

  本文提出一种计算砖砌体结构地震易损性矩阵的方法。

• according to the test of five brick masonry walls reinforced with cfrp under low cyclic loads, the seismic behavior of brick masonry walls reinforced with cfrp is studied.

  通过五片碳纤维布加固砖砌体墻的低周反复试验，分析了碳纤维布加固砖砌体墻的抗震性能。

• experimental study on the transformative behavior of non-bearing shale cavity brick masonry walls;

  通过试验研究了混凝土（空心）砖砌体的抗剪强度。

• the compression tests are made on 18 autoclaved fly ash perforated brick masonry samples and 15 common clay brick masonry samples taking mortar strength as main parameter.

  以砂浆强度为主要参数，对18个蒸压粉煤灰多孔砖砌体试件及15个普通黏土砖砌体试件进行受压试验。

• the results show that the eccentric compression capacity of the multi-functional concrete hollow block masonry is higher than that of brick masonry and common concrete miniature hollow block masonry.

  试验结果表明，多功能混凝土空心砌块砌体内偏心受压承载力较砖砌体和普通混凝土小型空心砌块砌体偏心受压承载力要高；

• in the paper, mechanics and construction techniques of modified waste ash brick masonry are studied by the experiment which is the basis for the applications of modified waste ash brick in project.

  本文通过试验研究了改性废灰砖砌体基本力学性能及其施工工艺，为改性废灰砖在工程中应用和推广提供了依据。

• moreover, the stress-strain whole curve formula of perforated brick masonry and young's modulus and poisson ratio mechanics parameter are achieved in the paper.

  此外，文中还提出了多孔砖砌体的应力—应变全曲线公式以及弹性模量和泊松比两个力学性能参数。

• the study showed that a shear damage happened, and the crack form of the wall and the damage pattern of the specimen were similar to those of the clay brick masonry building;

  研究表明，模型房屋主要呈剪切破坏形态，墻体的裂缝形式及模型房屋地震破坏形态与普通粘土砖砌体房屋基本相似；

• the shear behaviors of the low strength brick masonry wall strengthened with the self-compacting reinforce concrete wall have been discussed by 6 experimental models.

  为研究自密实混凝土板墻加固低强度砂浆砖砌体的抗剪性能，共做了6个墻体加固试件。

• the paper uses finite element analysis software ansys, simulating and analysing the experimental process of carbon fiber reinforce plastic strengthen brick masonry wall.

  采用有限元分析软件ansys，对碳纤维布加固砖砌体墻的试验过程进行了模拟分析。

• perforated brick masonry is a new wall materials, it has the different affect factors to ordinary brick masonry.

  多孔砖砌体是一种新型墻体材料，有不同于普通实心砖砌体的受力影响因素。

• nowadays, the brick masonry structure is still a main structural form in civil structures, especially in residential houses.

  目前，砌体结构仍然是民用建筑中的主要结构形式之一，尤其是在住宅方面得到广泛应用。

• because the expansion coefficient of concrete is two times as much as that of brick masonry, the temperature cracks occurre easily in the top wall in brick masonry structure.

  由于砼与砖砌体的线膨胀系数相差一倍，在温度作用下，现浇砼屋面的砖混房屋顶层墻体很容易产生裂缝。

• the flexural tensile strength of perforated concrete brick masonry is studied by experiment.

  通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。

• considering the dimension of brick and hole shape synchronously, the strength of p type circle and m type rectangular perforated brick masonry is equal.

  同时考虑砖的尺寸和孔型时，p型圆孔多孔砖砌体抗压强度与m型矩形孔多孔砖的相同；

• the tests of dynamic and static behavior of four full scale models of brick masonry building under lateral loading have been described.

  本文介绍了四幢足尺砖房模型在水平荷载作用下的动力、静力试验。

• this paper presents a non-destructive in-situ testing technique for determining the stress and the deformation characteristics of brick masonry structures under static condition.

  本文介绍一种非破损实验技术，用于测定砖砌体结构静态条件下的应力和变形特性。

• based on the theoretical analysis and a large number of experimental results, some new calculation formulas of the strength for compressive members of brick masonry under eccentric loads are derived.

  本文根据大量的试验资料和通过理论分析，推导出新的砖砌体偏心受压构件强度的计算公式。