型钢高强高性能混凝土框架节点地震损伤模型  

Seismic Damage Model of Steel Reinforced High Strength and High Performance Concrete Frame Joints

作　　者：曾磊[1] 许成祥[1] 郑山锁[2] 

机构地区：[1]长江大学城市建设学院,湖北荆州434023 [2]西安建筑科技大学土木工程学院,陕西西安710055

出　　处：《工程抗震与加固改造》2013年第2期56-61,共6页Earthquake Resistant Engineering and Retrofitting

基　　金：国家自然科学基金项目(51108041);湖北省自然科学基金项目(2011CDB009)

摘　　要：为了研究地震作用下型钢高强高性能混凝土框架节点的损伤迁移特征和性能退化机理,通过5榀1/4比例框架节点的拟静力试验,对不同轴压比、不同混凝土强度等级的梁柱节点进行了研究。确定了节点损伤变量及涉及的损伤参数,将试验研究结果进行了损伤量化,对试验框架节点的损伤演化过程进行了计算分析,在分析已有地震损伤模型的基础上,提出了适合型钢高强高性能混凝土框架节点的地震损伤模型。结果表明,该模型基于变形和累积耗能非线性组合,与试验现象吻合较好,能反映地震作用下型钢高强高性能混凝土框架节点的受力机理和破坏模式,可对该类节点的抗震设计和地震损伤评估提供理论参考。Cyclic loading tests are carried out on five 1/4 -scale interior joints with different concrete strength grade and column axial load ratio to understand damage characteristics and performance degradation of steel reinforced high strength and high performance concrete （SRHSHPC） frame joints. The damage performances of five tentative frame joints are compared and analyzed according to deformation and dissipated hysteretic energy under different loading levels, and the main influence factors on damage performance are established. A seismic damage model applying to SRHSHPC frame joints is put forward, which takes deformation and cumulative damage into account. The damage model can provide a reference for seismic damage analysis of structure, prediction of earthquake damage in future, estimation of economic loss and repair after earthquake.

关 键 词：型钢混凝土结构 框架节点 高强高性能混凝土 地震损伤 

分 类 号：TU375.4[建筑科学—结构工程] TU311.3