EXPERIMENTAL RESEARCH ON A CFST FRAME-RC CORE WALL STRUCTURE WITH ENERGY DISSIPATION DEVICES
A high-rise CFST frame-RC core wall building is complex high-rise mixed structure,and the energy dissipation technology was adopted. In order to investigate seismic performance of the building with dissipated devices and damping effect by different dampers arrangement schemes,the 1/35 scale model with dampers and without dampers were tested respectively on shaking table under different earthquake excitations. The models dynamic characteristics,accelerations,displacements and strains were contrasted and analyzed,at the same time the earthquake responses of model with different arrangement schemes were researched. Results show that the CFST frame-RC core wall structure with dampers has excellent seismic performance,and the scheme 1 has better damping effect than the other two schemes.
CFST frame-RC core wall Damper Seismic performance Damping effect
Feng-Ming Ren Yun Zhou
School of Engineering,Guangzhou University,Guangzhou 510006,P.R.China Faculty of Civil and Transport School of Engineering,Guangzhou University,Guangzhou 510006,P.R. China
国际会议
The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)
广州
英文
478-483
2010-12-01(万方平台首次上网日期,不代表论文的发表时间)