Ultimate strength of composite steel reinforced concrete column subjected to biaxial bending | |
| Author | Sun, Wei-joe |
| Call Number | AIT Thesis no. 812 |
| Subject(s) | Steel, Structural Reinforced concrete construction Columns |
| Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand. |
| Publisher | Asian Institute of Technology |
| Abstract | 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. |
| Year | 1975 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Morino, Shosuke |
| Examination Committee(s) | Cook, David J. ;Karasudhi, Pisidhi |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1975 |