节点文献
叠合板式剪力墙的力学计算模型
Calculation model for superimposed slab shear walls
【摘要】 介绍一种新型叠合板式剪力墙住宅体系,该结构与传统的剪力墙体系相比,便于质量控制,建造速度快,对环境污染小,造价较低,工业化生产水平高,是一种极具市场前景的绿色住宅体系。为对叠合混凝土墙板进行较为系统的分析研究,并为编制《叠合板式混凝土剪力墙结构技术规程》的地方行业标准提供可靠的科学依据,设计4个不同边缘约束措施的叠合板式剪力墙和2个普通剪力墙模型,并进行在低周反复荷载下与普通剪力墙的对比试验研究。在试验的基础上,建立叠合板式剪力墙的力学计算模型,计算结果与实测结果符合良好。
【Abstract】 The superimposed slab shear wall system,as a new lateral force resistant system,possess several advantages compared to normal shear wall systems,such as good quality control,speedy construction,low construction cost and high level of industrialization.To systematically analyze the superimposed slab shear walls and to provide the reliable scientific basis for Technical specification for superimposed slab concrete shear wall structure,four superimposed slab shear walls with two different forms of edge restriction measures and two general shear walls were designed.Comparative experimental studies of the superimposed slab shear walls and two general shear walls under low cyclic loading were conducted.A calculation model for the superimposed slab shear walls was established.The calculation results and the measurement data were in good agreement.
【Key words】 superimposed slab shear walls; edge restricted measure; low-cycle loading experiment; mechanical calculating model;
- 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2012年01期
- 【分类号】TU398.2
- 【被引频次】43
- 【下载频次】672