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《Journal of Earthquake Engineering and Engineering Vibration》 2012-02
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Study on influence of analytical models on internal forces of RC frames

SHI Hongbin1,2,SUN Jingjiang1 (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Heilongjiang Institute of Technology,Harbin 150050,China)  
"Strong column and weak beam" is one of the fundamental design principles for earthquake-resistant structures.However,this requirement is not well satisfied as shown in a lot of investigations of earthquake damage,including the Wenchuan earthquake.Extensive researches are done to explain that the floors,filling walls and reinforcement of structures affect the embodying of the principle 'strong beam and weak column'.In this paper,the internal forces of beams and columns are compared for different analytic model,including SFEM,FFFM and the peculiar model dealing floors and beams separately.Our results show that the moment ratio between beams and columns is most sensitive to different analytic models,which play a key role in embodying the principle 'strong beam and weak column'.
【Fund】: 地震行业科研专项项目(200808061)
【CateGory Index】: TU323.5;TU352.11
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