嵌筋加固是一种新型后配筋砌体的墙体加固技术。
Embedded bars reinforcing is a new post-reinforced masonry wall reinforcement technique.
配筋砌体复合墙是考虑严寒地区保温问题的一种新型结构。
Masonry composite walls with steels is a new-style structure system which accord heat preservation of freezing zone.
然后提出了一种利用空间协同时程分析结果，对配筋砌体结构地震易损性进行定量评价的方法；
Then using the program, the authors give an earthquake vulnerability evaluating method for the reinforced masonry structures.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
最后通过计算实例比较和分析了配筋砌块砌体剪力墙手算、程序计算的异同。
At last, through an example, the similarities and differences of manual calculation and program calculation are compared and analysed.
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.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式，近年来研究和应用逐渐增多。
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
对工程中应用较多的无配筋多层砌体提出了可行的实用简化计算方法。
This paper offers an available practical shortcu calculation method for non-reinforcing bars multiple construction applied in engineering.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
通过组合配筋砖砌体墙片与无筋砖砌体墙片的低周反复加载试验对比，研究了组合配筋砖砌体墙片的抗震性能。
Through the comparison of the test results of reinforced masonry and non-reinforced masonry under low frequency cyclic loading, the seismic behavior of the reinforced masonry was studied.
试验中，重点考察了水平钢筋的工作机理和强度发挥率，研究了构造柱配筋的受力状态及对砌体的约束作用。
In testing, it is emphasized to test the working principle and strength action rate of horizontal ribs, and studies forced state of structure column and ribs and binding action for bonded structure.
本文建立了完整的配筋砌块砌体结构在弹性阶段的完全相似模型和简单相似模型的相似性关系。
Integrated simple and complete model similarity theory of reinforced concrete block masonry structure are set up in this paper.
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.
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
试验结果表明，配筋多孔砖墙与配筋普通砖墙具有相近的抗震性能，水平筋采用搭接接头时不能发挥钢筋的抗剪作用以及端部锚固钢筋具有提高承载力和约束砌体作用等。
The test results show that the reinforced porous brick wall similar tO normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint...
试验结果表明，配筋多孔砖墙与配筋普通砖墙具有相近的抗震性能，水平筋采用搭接接头时不能发挥钢筋的抗剪作用以及端部锚固钢筋具有提高承载力和约束砌体作用等。
The test results show that the reinforced porous brick wall similar tO normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint...
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