就用玻璃纤维加强水泥对砖砌体墙的开裂进行加固修复的抗剪强度和阻裂性能进行了研究，为其在加固修复中的应用提供有力依据。
A study of the shear strength and crack resistance of the cracked brick masonry strengthened by GRC is conducted, from which a powerful support is provided with its use in strengthening and repair.
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.
在砖砌体结构房屋的可靠性评定、房屋改建、事故分析以及抗震加固中，砖砌体抗压强度及抗剪强度是最基本的数据。
Compressive strength and shear strength of the tired perforated brick masonry are the basic data for safety evaluation, repair, accident analysis and strengthening of masonry structures.
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.
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.
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.
《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.
对外包钢加固轴心受压砖柱的受力特点和横向应变进行了分析，提出了外包钢约束作用下砖砌体侧向约束应力、抗压强度的计算方法。
This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
试验结果表明，芳纶纤维加固后的砖砌体的开裂荷载和极限荷载均有不同程度的提高，延性及裂缝的开展有明显的改善，抗震性能提高。
The result shows that the cracking load and the ultimate load are all increased to different extent, the rate of crack propagation has an obvious betterment and the seismic mechanism is also improved.
试验结果表明，芳纶纤维加固后的砖砌体的开裂荷载和极限荷载均有不同程度的提高，延性及裂缝的开展有明显的改善，抗震性能提高。
The result shows that the cracking load and the ultimate load are all increased to different extent, the rate of crack propagation has an obvious betterment and the seismic mechanism is also improved.
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