PEC柱(弱轴)-削弱截面钢梁端板连接组合框架抗震试验研究
Experimental Research on Seismic Performance of Innovative Crimping PEC Column (Weak Axis)-Reduced Section Steel Beam Composite Frame with End-plate Connection
作者：方有珍(苏州科技大学 江苏省结构重点实验室, 江苏 苏州 215011)；纪杰(苏州科技大学 江苏省结构重点实验室, 江苏 苏州 215011)；蔡珊珊(苏州科技大学 江苏省结构重点实验室, 江苏 苏州 215011)；陈军(苏州科技大学 江苏省结构重点实验室, 江苏 苏州 215011;苏州高新区建设工程质量监督站, 江苏 苏州 215011)；孙国华(苏州科技大学 江苏省结构重点实验室, 江苏 苏州 215011)
Author：FANG Youzhen(Jiangsu Key Lab. of Structure Eng., Suzhou Univ. of Sci. and Technol., Suzhou 215011, China)；JI Jie(Jiangsu Key Lab. of Structure Eng., Suzhou Univ. of Sci. and Technol., Suzhou 215011, China)；CAI Shanhan(Jiangsu Key Lab. of Structure Eng., Suzhou Univ. of Sci. and Technol., Suzhou 215011, China)；CHEN Jun(Jiangsu Key Lab. of Structure Eng., Suzhou Univ. of Sci. and Technol., Suzhou 215011, China;Construction Project Quality Supervision Station of Suzhou New District, Suzhou 215011, China)；SUN Guohua(Jiangsu Key Lab. of Structure Eng., Suzhou Univ. of Sci. and Technol., Suzhou 215011, China)
收稿日期：2017-10-09 年卷（期）页码：2018,50(6):148-155
期刊名称：工程科学与技术
Journal Name：Advanced Engineering Sciences
关键字：PEC柱（弱轴）;削弱截面钢梁;端板连接;组合框架;抗震性能;拟静力试验
Key words：PEC column (weak axis);reduced section steel beam;end-plate connection;composite frame;seismic performance;pseudo-static test
基金项目：国家自然科学基金资助项目（51078247；51478286）；江苏省“青蓝工程”中青年学术带头人资助项目（2014）；和江苏省“六大人才高峰”高层次人才计划资助项目（2016-JZ-033）
中文摘要
设计制作了1榀卷边PEC柱（弱轴）-削弱截面钢梁端板连接组合框架结构底部两层单跨1∶2缩尺模型试件，并对其进行拟静力抗震试验研究。结合试验过程现象记录和实测数据整理，对试件滞回特性、刚度退化、节点连接性能、抗震延性与耗能能力、损伤发展进程和破坏模式等进行分析。结果表明：采取卷边措施有效改善了常规PEC柱弱轴方向的抗侧刚度；梁端削弱截面实现了梁端塑性铰形成位置远离节点区，试件滞回曲线较为饱满，且在梁与端板焊缝存在缺陷条件下，其整体侧移、延性系数和等效黏滞阻尼比仍达到3.77%（推）/3.37%（拉）、2.94（推）/3.23（拉）和0.281，即试件变形、抗震延性与耗能能力良好；端板预拉对穿螺栓和节点加强板设置使得节点区形成混凝土斜压带传力模式，改善了节点区剪切性能；试件破坏模式为梁端削弱截面和PEC柱脚形成塑性铰的理想塑性机构，变形与耗能能力发挥充分。
英文摘要
A two-story and one bay specimen of innovative PEC column (weak axis)-reduced section steel beam composite frame with end-plate connection by 1/2 scale was designed and fabricated, which represented bottom two stories of composite frame, and the pseudo-static test of the specimen was conducted to study its seismic performance. Based on experimental observation and measurements, the seismic performance as hysteretic characteristics, lateral stiffness, seismic energy dissipation and ductility, plastic damage process and ductile failure mode were analyzed. The results indicated that crimping PEC column can improve its flexural stiffness in weak axis.Plastic hinge forming location is away from beam end due to beam reduced section connection, the hysteretic loops of specimen is plump, its global drift angle, ductility coefficient and equivalent viscous damping ratio are 0.033 7 rad (push)/0.037 7 rad (pull),2.76 (push)/2.76 (pull) and 0.281. respectively with imperfection of welding, hence it owns good deformation, ductility and energy-dissipation capacity.The force-transfer mode of concrete equivalent strut in the panel zone is well captured due to end plate connection with pre-tension penetrating bolts and strengthened plate.The ideal ductile failure mode as plastic mechanism of plastic hinges are formed in all beam reduced sections and column section at bottom successively.
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