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。
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 stab shear wails 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.
出处
《土木工程学报》
EI
CSCD
北大核心
2012年第1期8-12,141,共6页
China Civil Engineering Journal
基金
国家自然科学基金重大研究计划(90715016)
国家自然科学基金(50908071)
建设部科学技术项目计划(2008-K3-2)
安徽省科技厅基金(2009ASYS0104)
关键词
叠合板式剪力墙
边缘约束措施
低周反复荷载试验
力学计算模型
superimposed stab shear walls
edge restricted measure
low-cyc｜e loading experiment
mechanicalcal culating model
