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.
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.
本文对大开间砖砌体结构采取在砖砌体中增设钢筋混凝土墙中柱和水平条带的加强措施。
Study on earthquake-resistant design of the frames with special-shaped reinforced concrete column of large bays;
而用于多层住宅的砖砌体结构，由于粘土砖破坏耕地和环境，已被大部分城市禁止，因此需要研究新型结构体系。
But the brickwork structure used for Multiple-story residence has been forbidden in most of cities for firebricks destroy tilth and environment. So the new structural system is required to research.
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.
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.
底框—砖混结构中按抗震构造要求应设置构造柱，该项要求在实际结构中对砌体部分的承载能力有显著的影响。
Construction columns are required in frame-supported brick building of anti-seismic structure, which has an effect on the load-bearing capacity of the masonry.
带混凝土筒大开间砖混结构灵活住宅体系的特点是，每个单元有一个钢筋混凝土楼梯筒，分户横墙与外纵墙均采用组合砖墙砌体。
The unique feature of the large bay flexible residential building is that:every unit itself consists of a reinforced concrete tube-stairway core body-with its repective composite wall with openings.
对砖混—框架结构下部砌体结构承重梁结构设计优化进行探讨。
This paper probes into the optimization of structural design for bottom bearing beam of the lower masonry structure of brick-frame construction.
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.
提出了在砖混结构设计中，其上部结构梁端支承处砌体局部受压常被忽视的问题，即梁端、梁下垫块的设置问题。
The negligible problems of local pressure in the supporting position of beams in upper structure are proposed for brick masonry structure design.
提出了在砖混结构设计中，其上部结构梁端支承处砌体局部受压常被忽视的问题，即梁端、梁下垫块的设置问题。
The negligible problems of local pressure in the supporting position of beams in upper structure are proposed for brick masonry structure design.
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