Inelastic stability of composite steel reinforced concrete columns | |
| Author | Huang, Yah-ching |
| Call Number | AIT Thesis no. 803 |
| Subject(s) | Reinforced concrete Columns, Iron and steel Columns, Concrete |
| 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 | A method is presented for computing the ultimate load carrying capacity of steel reinforced concrete cantilever columns\' subjected to combined axial load and bending moment. The stress-strain curves of the component materials are idealized to be elastic-perfectly plastic. Moment-thrust-curvature relations are first established and numerical integration is used to construct the equilibrium curves. Finally, a stability criterion is applied to determine the ultimate loads and obtain the interaction curves. Numerical results are discussed in connection with the design of steel reinforced concrete columns. |
| 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 ;Lee, Seng-Lip |
| Scholarship Donor(s) | Government of Republic of China |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1975 |