多孔砖砌体抗压强度随着孔洞率的增加而减少。
The strength of perforated brick masonry decreases with the increasing of void ratio.
提出了混凝土空心砖砌体的抗剪强度计算公式。
Furthermore, the shear strength formula of concrete hollow brick masonry is proposed.
通过试验研究了混凝土空心砖砌体的抗剪强度。
Through experiments, the shear strength of concrete hollow brick masonry has been researched in this paper.
建议提高砂浆强度等级在砖砌体局部加强强度。
It is suggested to rein - force local bearing wall's strength by raising up the grade of cement sand grout.
通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。
The flexural tensile strength of perforated concrete brick masonry is studied by experiment.
通过试验研究了再生混凝土多孔砖砌体的抗剪强度。
The shear strength of recycled aggregates concrete perforated brick masonry has been researched by experiment.
介绍了一种微破损原位测定砖砌体抗压强度的方法。
A micro destructive method for testing the compressive strength of brick masonry in situ is proposed.
试验表明组合配筋砖砌体墙片具有较好的抗震性能。
The results show that the reinforced masonry has good seismic properties.
本文提出一种计算砖砌体结构地震易损性矩阵的方法。
In this paper, a method for calculating seismic vulnerability matrix of brick masonry structure is put forward.
应用实践表明，推广应用集中配筋多孔砖砌体是可行的。
The practices show that it is feasible to spread and apply centralized porousreinforced brickwork.
采用水泥砂浆及钢筋网水泥砂浆面层加固砖砌体进行试验研究。
The article studies the experiment with the cover with cement mortar and the cover with reinforced cement to strengthen brick masonry.
采用增设钢筋网水泥砂浆面层加固砖砌体、置换原有木楼盖、木屋架。
The brick walls are strengthened with reinforcing mesh, to replace the original wooden ceiling and roof frame.
原砖砌体工作线走廊的餐厅设施，这将导致一个明亮，通风的室外庭院。
Original masonry work lines the corridors of the dining facility, which leads way to a bright, airy outdoor courtyard.
多孔砖砌体是一种新型墙体材料，有不同于普通实心砖砌体的受力影响因素。
Perforated brick masonry is a new wall materials, it has the different affect factors to ordinary brick masonry.
混凝土空心砖砌体的抗剪强度要高于粘土实心砖、混凝土空心砌块砌体的抗剪强度。
And the masonry shear strength of (concrete) hollow brick is higher than that of clay solid brick and concrete hollow block.
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。
Owing to various causes in construction and application, low-strength mortar is often used in brick masonry structure buildings.
提出了碳纤维布加固砖砌体墙的抗剪强度计算公式，其计算结果与试验结果吻合较好。
The shear strength formula for brick masonry walls reinforced with CFRP is presented, and has a good agreement with the test results.
采用有限元分析软件ANSYS，对碳纤维布加固砖砌体墙的试验过程进行了模拟分析。
The paper uses finite element analysis software ANSYS, simulating and analysing the experimental process of Carbon Fiber Reinforce Plastic strengthen brick masonry wall.
提出对大开间砖砌体结构采取在砖砌体中设置钢筋混凝土墙中柱和水平条带的加强措施。
The measures taken for strengthening the large bay masonry structures with additional reinforced concrete columns and horizontal strips to form confined masonry structures is proposed in this paper.
总结了目前砖砌体建筑普遍存在着竖向、水平、斜向温度裂缝，并分析了裂缝产生原因。
The horizontal, vertical or oblique thermal cracks widely present in a masonry structure are summarized in this paper. The reasons for these cracks are analyzed.
为研究自密实混凝土板墙加固低强度砂浆砖砌体的抗剪性能，共做了6个墙体加固试件。
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.
本文首先进行了烧结页岩模数多孔砖砌体的轴心抗压试验研究和局部均匀受压的试验研究。
Firstly, the experimental studies of axial compression and local bearing of fired module perforated brick shale are done.
《中国地震烈度表》1999版的建筑物评判对象仅为未经抗震设计或加固的砖砌体房屋。
The evaluation object in the Chinese seismic Intensity Scale (1999) is merely the buildings which do not processed by seismic design, or not-reinforced masonry buildings.
本文在对砖墙体的受力形式进行分析的基础上，探讨了水泥石灰砂浆在砖砌体中的作用本质。
Based on the analysis of the brick wall in force, this, article thoroughly discusses the affection of the lime and cement mortar in the brick wall.
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。
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.
通过五片碳纤维布加固砖砌体墙的低周反复试验，分析了碳纤维布加固砖砌体墙的抗震性能。
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.
砖砌体因具有容易就地取材、施工简单和耐久性较好等优点，因此在工程建设中得到了广泛应用。
The brick is easy because of local materials, simple construction and better durability the advantages, and therefore construction has been widely applied.
彩绘砖砌体承担嵌入设施和部分混凝土结构的职能。并定义项目的辅助空间，比如侧墙和车库。
The painted brick walls assume the functions of embedding facilities and part of the concrete structure, and define the secondary spaces of the house such as side walls and garage.
从普通砖砌体的受压试验结果出发，借鉴混凝土本构模型，全面描述了普通砖砌体受压的本构关系。
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.
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 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.
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