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《Sichuan Building Science》 2006-04
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Simple method for storey model analysis of frame-tube structures

WANG Hai-bo~1,CHEN Bo-wang~1,SHEN Pu-sheng~2(1.Hunan City University,Yiyang 413000,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China)  
The amendatory contraflexure point method,which is used in plane frame structures under lateral loads,is simplified and generalized to analyze the forces and displacement of frame-tube structures.The storey deformations of frame-tube structures are divided into shear deformations and flexural deformations.The shear deformations and forces can be obtained by this method,in which the shear stiffness of flange panels is taken into account.The flexural deformations and forces can be calculated by a simple method of assumed distributions of axial displacements,in which positive shear lag effects is included and influencing factors of displacement are discussed.Contrasting with space-frame analysis programs,the simplicity and accuracy of the proposed method is demonstrated through the analysis of framed-tube structures.This method is a simple hand-calculation method and suitable for quick evaluations during preliminary design stage.
【Fund】: 高等学校博士点基金资助项目(20020532010)
【CateGory Index】: TU399
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