AI SearchInelastic stability of composite steel reinforced concrete columns
Call Number: AIT Thesis no. 803 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 803Publication details: Bangkok : Asian Institute of Technology, 1975Description: 26 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1975 Summary: 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.
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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
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.
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