Reinforced masonry structure

The Application of Reinforced Masonry Structure in Teaching Buildings

配筋砌体结构教学楼设计

This paper puts forth the method of equivalent section for the analysis of symmetrically reinforced masonry compression member with rectangular section and small eccentricity , studies its accuracy and unifies the methods for such similar sections in reinforced masonry structure and RC structure .

提出了配筋砌体矩形截面小偏心受压构件对称配筋的等效截面法，论证了其精确度，使此类砌体构件和混凝土构件在计算方法上达到统一。

Destruction mode simulation of reinforced masonry structure under impact of debris flow

砖混建筑在泥石流冲击作用下的破坏形态模拟

Model testing and theory foundation adopting simple similar model is erected for reinforced masonry structure .

该研究对以后直接采用简单相似模型试验技术来进行高层配筋砌块砌体结构的研究奠定了试验和理论基础。

This paper simulated and calculated theoretically the bearing load style and the destruction mode of reinforced masonry structure impacted by debris flow utilizing base data from fieldwork and survey .

利用实际观测数据和泥石流破坏现场调查分析结果，对砖混建筑在受到泥石流冲击力作用下的受力形式及破坏形态进行了理论模拟和计算。

This paper studied reinforced masonry wall structure with a flange in seismic performance , and the topics are the National Natural Science Foundation ( 50978177 ) . Masonry structure of the large number of wide area , is a residential structure in the form of the earthquake zone .

本文对带翼缘的配筋砌体结构墙体进行抗震研究，属于国家自然基金（50978177）的研究课题。砌体结构量大面广，是地震区住宅的主要结构型式。

Integrated simple and complete model similarity theory of reinforced concrete block masonry structure are set up in this paper .

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。

Rare occurred earthquake , Partial reinforced block masonry frame structure can reduce the maximum elastic-plastic displacement angle .

罕遇地震下，部分配筋砌体框架结构能减小框架填充墙结构最大弹塑性层间位移角。

Experiment and Research on the Bar Anchorage and Lap Length in the Bond Beam of Reinforced Concrete Block Masonry Structure

混凝土配筋砌体结构结合带中钢筋的锚固与搭接长度的试验研究

Partial reinforced block masonry frame structure can improve the overall frame structure seismic capacity , strengthen the security of escape routes .

部分配筋砌体框架结构能提高框架结构的整体抗震能力，加强逃生通道的安全性。

Through these studies , draw the following conclusions : frequent occurred earthquake , partial reinforced block masonry frame structure vertex displacement and maximum drift angle than the infilled frame structures were significantly reduced .

通过以上研究，得出如下主要结论：多遇地震下，部分配筋砌体框架结构的顶点位移和最大层间位移角较框架填充墙结构均明显减小。

Research on Application of Reinforced Block Masonry Shear Wall Structure in High-rise Buildings

配筋砌块砌体剪力墙结构在高层住宅中的应用研究

Microcosmic nonlinear finite element was used to analysis the stress performance of Reinforced concrete masonry shear wall structure .

本文采用微观有限单元法对配筋砌块砌体剪力墙结构进行了分析。

The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building .

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。

Reinforced block masonry short-leg shear wall structure is made on the basis of conclude the advantage of reinforced block masonry shear wall structure and reinforced concrete short-shear wall structure .

配筋砌块砌体短肢剪力墙结构是在总结配筋砌块砌体剪力墙结构、钢筋混凝土短肢剪力墙结构等结构体系优点的基础上提出的，必将有更为广阔的发展前景。

Influence factors of reinforced block masonry shear walls bearing capacity out of plane are discussed , which can provide reference for the calculation of bearing capacity on reinforced block masonry shear wall structure .

探讨了配筋砌体剪力墙平面外竖向承载力的影响因素，为建立承载力计算方法提供了依据。