Huang, Yah-ching creator Morino, Shosuke Chairperson Lee, Seng-Lip Co-Chairperson Government of Republic of China Scholarship Donor text th Bangkok Asian Institute of Technology 1975 monographic eng

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26 p. 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. 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 Reinforced concrete Columns, Iron and steel Columns, Concrete Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24047 http://203.159.5.9/ait-thesis/detail.php?q=B24047 140198 20260818143132.0