Full Name
Chien Ming Wang
Variants
Wang, Chienming
Wang, C.M.
Ming, W.C.
Wang, C. M.
Wang, Chien Ming
Wang, Chien-Ming
Wang, C.-M.
WANG, CHIEN MING
 
 
 
Email
ceewcm@nus.edu.sg
 
 

Results 201-220 of 323 (Search time: 0.007 seconds).

Issue DateTitleAuthor(s)
201Oct-1994Natural frequencies formula for simply supported Mindlin platesWang, C.M. 
202Nov-1988New set of buckling parameters for monosymmetric beam-columns/tie-beamsWang, C.M. ; Kitipornchai, S.
203Jun-1989New set of buckling parameters for monosymmetric beam-columns/tie-beamsWang, Chien-Ming ; Kitipornchai, Sritawat
2048-Dec-2007Non-local elastic plate theoriesLu, P.; Zhang, P.Q.; Lee, H.P. ; Wang, C.M. ; Reddy, J.N. 
205Dec-1994Nonlinear analysis of stub-girders using finite element methodPadmanaban, K.; Wang, C.M. ; Shanmugam, N.E. ; Lee, S.L. 
2062009Nonlinear bending and stretching of a circular graphene sheet under a central point loadDuan, W.H.; Wang, C.M. 
2072014Nonlinear-elastic membrane-shell model for single-walled carbon nanotubes under uni-axial deformationRoy Chowdhury, A.N.; Koh, Soo Jin Adrian ; Wang, Chienming 
2082012Novel hybrid system for reducing hydroelastic response of very large floating structuresWang, C.M. ; Gao, R.P.; Koh, C.G. ; Kitipornchai, S.
2092001Obtaining accurate modal stress-resultants in freely vibrating plates that model VLFSWang, C.M. ; Wang, Y.C.; Wantanbe, E.; Utsunomiya, T.; Xiang, Y.
2102008Ocean space utilizationKinoshita, T.; Kashiwagi, M.; Kondo, T.; Ming, W.C. ; Nagata, S.; Tabeta, S.; Takagi, T.; Utsunomiya, T.; Yamazaki, T.
2112010On lateral-torsional buckling of non-local beamsChallamel, N.; Wang, C.M. 
212Jan-1986ON THE OPTIMALITY CRITERIA FOR ARCHGRIDS.Thevendran, V. ; Wang, C.M. 
213Dec-1999Optimal damper characteristics of ATMD for buildings under wind loadsYan, N.; Wang, C.M. ; Balendra, T. 
2146-Jun-1996Optimal design of internal ring support for rectangular plates against vibration or bucklingXiang, Y.; Wang, C.M. ; Kitipornchai, S.
2151999Optimal design of internal ring supports for vibrating circular platesChou, F.S. ; Wang, C.M. ; Cheng, G.D.; Olhoff, N.
16Jun-2002Optimal design of stepped circular plates with allowance for the effect of transverse shear deformationChung, K.C.; Wang, C.M. 
17Oct-1986Optimal design of tapered beams for maximum buckling strengthWang, C.M. ; Thevendran, V. ; Teo, K.L.; Kitipornchai, S.
181986Optimal design of tie-beamsThevendran, V. ; Wang, C.M. 
19Sep-1990Optimal designs of I-beams against lateral bucklingWang, C.M. ; Kitipornchai, S.; Thevendran, V. 
202007Optimal layout of gill cells for very large floating structuresWang, C.M. ; Yao, Z.J.; Hee, A.M.; Tan, W.L.