翼缘削弱型节点空间钢框架在低周反复荷载作用下的抗震性能  

Seismic Performance of Reduced Beam Section Connection Steel Frames Under Low-cyclic Loading

作　　者：郑宏[1] 孟春辉 石丹[1] 

机构地区：[1]长安大学建筑工程学院,陕西西安710061

出　　处：《建筑科学与工程学报》2016年第4期120-126,共7页Journal of Architecture and Civil Engineering

摘　　要：为研究翼缘削弱型节点空间钢框架在低周反复荷载作用下的抗震性能,采用有限元分析软件ABAQUS对普通节点和翼缘削弱型节点的空间钢框架模型进行有限元模拟,对2种钢框架模型的破坏形式、承载力、滞回性能、耗能能力、强度及刚度退化性能等进行了对比分析。结果表明:翼缘削弱型节点可使梁端塑性铰外移至梁端翼缘削弱处,避免梁端焊缝处应力集中导致脆性破坏;翼缘削弱型节点等效粘滞阻尼系数与普通节点空间钢框架相比有明显的提高,进入屈服阶段后由于应力重分布,其刚度及承载力退化速度较普通节点空间钢框架慢,翼缘削弱型节点钢框架具有梁铰延性破坏机制,抗震性能较好。In order to study seismic performance of reduced beam section connection steel frames under low-cyclic loading, finite element simulation analysis of space steel frames with common connections or reduced beam section connections were carried out using ABAQUS software. Based on the finite element simulation analysis results, the failure mode, bearing capacity, hysteretic behavior, energy dissipation capacity, strength and stiffness degradation of the two types of steel frames were compared. The results show that the reduced beam section connection can let the plastic hinge of beam end move outward to beam end flange weakened, and avoid welded connection brittle fracture induced by stress concentration. The equivalent viscous damping ratio of reduced beam section connection steel frame is obviously greater than common connection steel frame. When the steel frames enter the yield stage, the stiffness and bearing capacity degradation of reduced beam section connection steel frame is slower than common connection steel frame. The reduced beam section connection steel frame has beam hinge ductility failure mechanism, and the seismic performance is better.

关 键 词：翼缘削弱型节点 空间钢框架 有限元分析 塑性铰 滞回性能 抗震性能 

分 类 号：TU323.5[建筑科学—结构工程]