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《Earthquake Engineering and Engineering Vibration》 1995-01
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Yang Yucheng,Huang Haohua,Sun Jingjiang (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China) Lu Xilei (Tianjin Institute of Construction Material Design,Tianjin 300000 ,China)  
One seven story reinforced concrete frame model with hetero-columns and diagonal braces was tested on shaking table. The results show that this structural system has better seismic capacity so that the earthquake damage to main structure is reduced by making the diagonal braces to crack but to continue work under predicated earthquake intensity. It is also pointed that the structure should be investigated further for the realization of double earthquake resistant criteria and design method against crack and collapse. Meanwhile,to bring the energy-dissipation and vibration-reduction functions of the braces into full play is also an interested subject. This structural system has been used in Tianjin city.
【CateGory Index】: TU311.3
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