Experimental study on compressive property of lime-sand autoclaved aerated concrete masonry;
灰砂蒸压加气混凝土砌体受压性能的试验研究
Experimental study on compression behavior of composite hollow concrete block masonry for load-bearing and energy conservation;
承重节能复合混凝土空心砌块砌体受压性能试验研究
Experimental study on compression and shear behavior of composite hollow concrete block masonry for load-bearing and energy conservation;
承重节能复合混凝土砌块砌体抗压及抗剪性能的试验研究
Research on bearing behavior of masonry structure for artificial composites mortar;
复合砂浆砌体承载性能试验研究
Research and practice on the course system reform of concrete and masonry structure;
混凝土及砌体结构课程体系改革探索与实践
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。
On the cause and precaution of many factors brickwork walls cracking;
探讨多层砌体砖墙裂缝产生的原因及预防措施
In this peper, research situation on constitutive relationship of comprdsve brickwork both in China and aotoad has been introdutal,and the types of constitutive relationship have been concluded.
文介绍了近年来国内外砌体受压本构关系的研究情况，归纳了其类型，评述了各本构关系所存在的问题和值得借鉴的地方，提出了砌体受压本构关系研究中的一些问题以及需要进一步研究的课题。
Controllable measures of cracks in streaming and pressing brick wall;
浅议蒸压灰砂砖砌体裂缝的控制措施
Analysis and control on crack of masonry envelope;
砌体结构裂缝分析及控制
Analysis and prevention of the common cracks in masonry envelope;
砌体常见裂缝分析及预防
Currently,as a kind of new wall materials of environmental protection,aeroconcrete minitype hollow blocks have been widely used in the infill wall of the frame structure and the external cordon protection masonry envelope.
近几年,作为新型环保节能墙体材料之一的混凝土砌块已广泛应用于框架结构填充墙和建筑外围护砌体中,由于砌块自身收缩量较大的特性,砌块墙体的收缩变形和裂缝较普遍,墙体质量不易控制。
Analysis identification and control of masonry structure house crack;
砌体结构房屋裂缝的分析鉴别与控制
Cracks in masonry structure of the causes and prevention;
浅析砌体结构裂缝产生的原因与防治
Research and application of FRP reinforced masonry structures;
FRP加固砌体结构的研究与应用
Concept of both short voussoir beam and step beam in shallow seam and voussoir beam theory;
对浅埋煤层“短砌体梁”、“台阶岩梁”结构与砌体梁理论的商榷
Based on the theory of “S-R” stability for the voussoir beam, the mechanics boundary condition, the distribution feature of displacement field and the p -Δ l curve of the immediate roof are analysed by using the method of simulated model test and the numerical calculation.
以砌体梁结构的“Ｓ－Ｒ”稳定理论为指导，运用相似模拟试验和数值计算等方法，对采场直接顶岩体的受力边界条件、位移场分布特征、ｐ－Δｌ关系曲线等进行了研究。
The major factors that affect the stability of the structure are rotational angle of the voussoir beam, ratio of length and height, rock type and height of carrying rock strata.
在“砌体梁”全结构力学分析基础上，将影响采场工作面安全生产的“砌体梁”关键块体部分简化为三铰拱式结构。