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《Chinese Quarterly of Mechanics》 2008-03
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A Simplified Method for Side Sway Analyze of Semi-rigid Composite Beam Frame under Serviceability Limit States

LIU Qing-ping LI Guo-qiang Tongji University,Shanghai 200092,China WANG Jing-feng Tsinghua University,Beijing 100084,China  
Flexural stiffness of beams and columns is the lateral displacement stiffness of semi-rigid frame structures without bracings.On serviceability limit states,the design of structures is likely to be deter- mined by sidesway,not the bearing capacity.This paper is concerned with sway study on the behavior of the semi-rigid composite connections steel frameworks.According to the concept of the equivalent stiff- ness beams,the frames with semi-rigid connections were simplified to the equivalent rigid frames.The e- quivalent rigid frames and practical semi-rigid composite connections steel frameworks were analyzed and the results were compared.It can be concluded that the sway of semi-rigid frame structures in the limit serviceability state,can be predicted by the equivalent rigid frame structures with equivalent stiffness beams.
【Fund】: 国家杰出青年科学基金项目(50225825)
【CateGory Index】: TU323.5
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