AI SearchUltimate strength of composite steel reinforced concrete column subjected to biaxial bending
Call Number: AIT Thesis no. 812 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 812Publication details: Bangkok : Asian Institute of Technology, 1975Description: 48 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1975 Summary: This thesis describes the theoretical analysis of the ultimate strength of a composite steel reinforced concrete section subjected to axial force and biaxial bending moments. The method of analysis is mainly based on the assumption that the plane of the cross section remains the plane after the deformation occurs. The expressions for the axial force and bending moments carried by each of the component parts as well as by the total steel reinforced concrete section are derived in non-dimensional form. Interaction curves between the axial force and bending moments are numerically obtained, after the cross section is simplified to reduce the number of parameters. involved in the interaction formula, and a method of design is suggested.
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40-Archives
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Asian Institute of Technology Library Archives | AIT Thesis no. 812 (Browse shelf(Opens below)) | Available | 30050160091988 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
Thesis (M.Eng.) - Asian Institute of Technology, 1975
This thesis describes the theoretical analysis of the ultimate strength of a composite steel reinforced concrete section subjected to axial force and biaxial bending moments. The method of analysis is mainly based on the assumption that the plane of the cross section remains the plane after the deformation occurs. The expressions for the axial force and bending moments carried by each of the component parts as well as by the total steel reinforced concrete section are derived in non-dimensional form. Interaction curves between the axial force and bending moments are numerically obtained, after the cross section is simplified to reduce the number of parameters. involved in the interaction formula, and a method of design is suggested.
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