提出了在配筋砌块结构中使用的阶谱块体单元法。
A hierarchical block element method for reinforced block structure is developed.
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.
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.
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.
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.
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.
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.
对墙梁中托梁与墙中的“组合作用”进行了论述，并对国家现行规范中的计算方法提出探讨和建议，同时介绍了配筋混凝土空心砌块砌筑墙梁的初步试验结果。
This article deals with the composite action between bressummer and wall on it in wall beam, and puts forward discussion and proposal to the calculation method in current national code.
本文提出了配筋砼砌块剪力墙非线性动力分析有限元模型。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
介绍了国外水平跨缝配筋的砌块墙体，在平面外单侧荷载作用下的性能所作的试验研究。
This paper introduced an experimental study abroad of the behavior of horizontally spanning joint reinforced block masonry walls under out-of-plane monotonic lateral loading.
同时，构造柱截面尺寸和构造柱纵筋配筋率对连锁式混凝土小型空心砌块墙的抗震性能有较为明显的影响。
Besides, the constructional column sections and the amount of longitudinal steel content have obvious influence on the seismic behavior of the CCBM walls.
对比了砌块连梁和混凝土连梁通过配筋加强后的相应特征的异同。
T he similarities and differences oft he characteristics between block coupling beams and concrete coupling beams after strengthening by reinforcement have been compared.
受长沙市新型墙体材料办公室的委托，本文进行了配筋混凝土砌块复合节能墙体的平面内与平面外力学性能研究。
In-plane and out-of-plane mechanical properties of masonry cavity shear wall have been researched in this paper with financial support from Changsha New wall Material Office.
受长沙市新型墙体材料办公室的委托，本文进行了配筋混凝土砌块复合节能墙体的平面内与平面外力学性能研究。
In-plane and out-of-plane mechanical properties of masonry cavity shear wall have been researched in this paper with financial support from Changsha New wall Material Office.
应用推荐