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Issue DateTitleAuthor(s)
Jul-1991Lateral buckling of doubly symmetric beams containing openingsThevendran, V. ; Shanmugam, N.E. 
17-Apr-1992Lateral buckling of narrow rectangular beams containing openingsThevendran, V. ; Shanmugam, N.E. 
1985Minimum weight design of cables with supports at different levelsThevendran, V. ; Wang, C.M. 
1988Minimum weight design of conical concrete water tanksThevendran, V. ; Thambiratnam, D.P. 
Sep-1986MINIMUM WEIGHT DESIGN OF CYLINDRICAL WATER TANKS.Thevendran, V. ; Thambiratnam, David P. 
3-May-1992Minimum weight design of multi-bay multi-storey steel framesThevendran, V. ; Gupta, N.C.D. ; Tan, G.H. 
Jun-1999Nonlinear analysis of steel-concrete composite beams curved in planThevendran, V. ; Chen, S.; Shanmugam, N.E. ; Richard Liew, J.Y. 
Jan-1986ON THE OPTIMALITY CRITERIA FOR ARCHGRIDS.Thevendran, V. ; Wang, C.M. 
1984OPTIMAL DESIGN OF A BAR ACTING EITHER AS A BEAM UNDER A UNIFORMLY DISTRIBUTED LOAD OR AS A TIE.Thevendran, V. 
Oct-1986Optimal design of tapered beams for maximum buckling strengthWang, C.M. ; Thevendran, V. ; Teo, K.L.; Kitipornchai, S.
1986Optimal design of tie-beamsThevendran, V. ; Wang, C.M. 
Sep-1990Optimal designs of I-beams against lateral bucklingWang, C.M. ; Kitipornchai, S.; Thevendran, V. 
1986Optimal plastic design of circular plates: Numerical solutions and built-in edgesWang, C.-M. ; Thevendran, V. ; Rozvany, G.I.N.; Olhoff, N.
1987Optimal shapes of cylindrical concrete water tanksThevendran, V. ; Thambiratnam, D.P. 
1987Optimisation of pile groupsChow, Y.K. ; Thevendran, V. 
1988Optimum design of conical shells for free vibrationThambiratnam, D.P. ; Thevendran, V. 
22-Feb-1988Optimum vibrating shapes of beams and circular platesThambiratnam, D.P. ; Thevendran, V. 
Jun-1987PROPAGATION OF AXISYMMETRIC TRANSIENTS IN A ROD.Thambiratnam, David P. ; Thevendran, V. 
3-Jun-1992Simplified analysis of asymmetric buildings subjected to lateral loadsThambiratnam, D.P.; Thevendran, V. 
Jan-1993Stability of nonsymmetric cross-bracing systemsThevendran, V. ; Wang, C.M.