Browsing by Author WANG CHIEN MING

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Issue DateTitleAuthor(s)
Oct-1994Natural frequencies formula for simply supported Mindlin platesWang, C.M. 
Jun-1989New set of buckling parameters for monosymmetric beam-columns/tie-beamsWang, Chien-Ming ; Kitipornchai, Sritawat
Nov-1988New set of buckling parameters for monosymmetric beam-columns/tie-beamsWang, C.M. ; Kitipornchai, S.
8-Dec-2007Non-local elastic plate theoriesLu, P.; Zhang, P.Q.; Lee, H.P. ; Wang, C.M. ; Reddy, J.N. 
Dec-1994Nonlinear analysis of stub-girders using finite element methodPadmanaban, K.; Wang, C.M. ; Shanmugam, N.E. ; Lee, S.L. 
2009Nonlinear bending and stretching of a circular graphene sheet under a central point loadDuan, W.H.; Wang, C.M. 
2014Nonlinear-elastic membrane-shell model for single-walled carbon nanotubes under uni-axial deformationRoy Chowdhury, A.N.; Koh, Soo Jin Adrian ; Wang, Chienming 
2012Novel hybrid system for reducing hydroelastic response of very large floating structuresWang, C.M. ; Gao, R.P.; Koh, C.G. ; Kitipornchai, S.
2012Novel hybrid system for reducing hydroelastic response of very large floating structuresWang, C.M. ; Gao, R.P.; Koh, C.G. ; Kitipornchai, S.
2001Obtaining accurate modal stress-resultants in freely vibrating plates that model VLFSWang, C.M. ; Wang, Y.C.; Wantanbe, E.; Utsunomiya, T.; Xiang, Y.
2008Ocean space utilizationKinoshita, T.; Kashiwagi, M.; Kondo, T.; Ming, W.C. ; Nagata, S.; Tabeta, S.; Takagi, T.; Utsunomiya, T.; Yamazaki, T.
2010On lateral-torsional buckling of non-local beamsChallamel, N.; Wang, C.M. 
Jan-1986ON THE OPTIMALITY CRITERIA FOR ARCHGRIDS.Thevendran, V. ; Wang, C.M. 
Dec-1999Optimal damper characteristics of ATMD for buildings under wind loadsYan, N.; Wang, C.M. ; Balendra, T. 
6-Jun-1996Optimal design of internal ring support for rectangular plates against vibration or bucklingXiang, Y.; Wang, C.M. ; Kitipornchai, S.
1999Optimal design of internal ring supports for vibrating circular platesChou, F.S. ; Wang, C.M. ; Cheng, G.D.; Olhoff, N.
Jun-2002Optimal design of stepped circular plates with allowance for the effect of transverse shear deformationChung, K.C.; Wang, C.M. 
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.