摘要
对配筋砌块砌体剪力墙偏心受压承载力进行了研究 ,讨论了相对受压区高度、小偏心受压时受拉钢筋应力和大偏心受压时受拉竖向分布筋屈服范围 ,在理论分析和试验研究的基础上 ,提出了其取值建议和计算公式。分析了配筋砌块砌体剪力墙偏心受压承载力可靠度 ,提出了一些有益的建议 ,可供研究人员和规范修订者参考。
In this paper, the eccentric compressive bearing capacity of reinforced block masonry shear wall is researched. Based on the experimental research and theoretical analysis, the calculating method of the relative depth of compression area, the stress of tensil reinforcement in small eccentric compression and yield area of tension distribution reinforcement in large eccentric compression on reinforced block masonry shear wall. The reliability of the eccentric compressive bearing capacity of reinforced block masonry shear wall is analyzed. Some valuable conclusions have been obtained for researcher reference.
出处
《长沙交通学院学报》
2002年第4期64-67,共4页
Journal of Changsha Communications University
关键词
配筋砌块砌体
剪力墙
偏心受压
承载力
可靠度
建筑结构
reinforced block masonry
shear wall
eccentric compressive
bearing capacity
reliability
