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《Journal of Baotou University fo Iron and Steel Technology》 1989-01
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Shi Jianguang Zhao Guangyi  
Through the testiog of 4 reinforced Concrete portal frames under peripheral loading,the moment redistribution degree,the axial force influence on the limit loading and the behaviour of frame after adjustment of elastic moment were investigated.The results have shown that if axial force action is not considered the limit loading would be underestimated above 28% In this paper,the full—range inelastic analysis of frames has been done In whlch the influence of the bond—slip of reinforcement in joint zone,joint stiffness and axiac force action were considered
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