Huang, Yah-ching <br/><br/>
Inelastic stability of composite steel reinforced concrete columns 

 - Bangkok :  Asian Institute of Technology,  1975 
 - 26 p. 
 - Thesis ;  no. 803 .
 - Asian Institute of Technology.  Thesis ;  no. 803 .
<br/><br/> A thesis submitted in partial fulfillment of the requirements for the  degree of Master of Engineering of the Asian Institute of Technology,  Bangkok, Thailand.  
<br/><br/>Thesis (M.Eng.) - Asian Institute of Technology, 1975 
<br/><br/> 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.  
<br/><br/><label>Subjects--Topical Terms: </label><br/>Reinforced concrete<br/>Columns, Iron and steel<br/>Columns, Concrete