May restore, clean or paint existing masonry structures.
可以恢复，清洁或刷油漆为现有的砖石结构。
Masonry structures serve outdoor kitchen facilities and pool environments.
砌体结构为户外厨房设施和游泳池环境。
In this paper, a modal test method for quality evaluation of masonry structures is presented.
给出了一种砌体结构质量的振动模态检测方法。
Masonry structures, therefore, occupy a position in no sense comparable to that in European architecture.
因此，砖石结构所占的地位完全不能跟在欧洲建筑中的地位相比。
Engineer case is presented here to demonstrate this method for aseismic reliability of the existing masonry structures.
选用工程实例说明了已有砌体结构抗震可靠度分析的实用方法。
Then using the program, the authors give an earthquake vulnerability evaluating method for the reinforced masonry structures.
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；
Improving the ductility of masonry structures is of great importance for the improving the housing's anti-seismic performance.
因此改善砌体结构延性，提高房屋的抗震性能具有极其重要意义。
The contents can be the background of the relevant provisions for the new revision of the Code for design of masonry structures.
相关内容也已成为砌体规范修订相应条文的背景材料。
The seismic performance of the isolated and non-isolated masonry structures under the extreme earthquake are compared through case study.
本文主要通过算例对比，分析了隔震与非隔震砌体结构极震下抵抗倒塌的能力。
Diagonal and horizontal crack usually appears in the top layer wall of masonry structures building during construction and initial stages of using.
砌体房屋顶层墙体在施工或使用初期，顶层墙体往往出现斜向及水平裂缝。
The great number of old masonry structures and varies of historic buildings which are spreading over the world are in need of strengthening and repair urgently.
大量的老砌体房屋以及世界范围内分布的各种历史优秀建筑都亟待进行修复加固和保护。
A mesoscopic mechanics model for masonry structures is established based on elastic damage mechanics and the tests of masonry structures under shear-compression loading.
从砌体细观结构出发，提出了用于砌体复合剪压受力过程模拟的细观力学模型。
With the FRP strengthening system, performances of masonry structures increase obviously in terms of seismic resistance, shear resistance and flexural capacity out of plane.
FRP加固砌体结构可以提高砌体结构的抗震、抗剪和平面外抗弯性能；
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.
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。
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.
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。
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。
Non linear analysis and a non linear dynamic time history analysis were made for the confined masonry wall and structures respectively.
采用非线性有限元法对约束砌体横墙进行全过程分析，采用弹塑性时程分析法对原型结构进行地震反应分析；
Landscape area utility structures can become part of your overall landscaping when masonry design elements are used to tie them to walls and walkways.
景观区公用事业结构可以成为你的整体景观的一部分时，砌体设计元素是用来配合他们的墙壁和人行道。
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 problem that the strength of masonry structure materials will reduce after soaked in flood affects the structures 'safety and durability.
砌体结构材料受洪水浸泡的强度降低问题影响了结构安全性和耐久性。
The time-history analytical method of earthquake response to hybrid masonry-concrete structures strengthened with CFRP is presented.
建立了CFRP抗震加固底部框架砌体结构地震反应时程分析的方法。
A stone masonry retaining wall is an old kind of retaining structures.
石砌挡土墙是一种很古老的挡土结构，在我国山区有着很广泛的应用。
A wooden block built into a masonry wall to hold nails that support joinery structures.
木栓，木砖嵌入石墙中的木块，以钉支撑细。
But the seismic performance of the masonry walls isn't researched systemically, and this makes a new project design and assessment of existing building structures lack of basis.
但由于国内对该类墙体的抗震性能未进行系统的研究，使新建工程的设计和已建工程的评估缺少依据。
But the seismic performance of the masonry walls isn't researched systemically, and this makes a new project design and assessment of existing building structures lack of basis.
但由于国内对该类墙体的抗震性能未进行系统的研究，使新建工程的设计和已建工程的评估缺少依据。
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