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Thambiratnam, David P

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Full Name
Thambiratnam, David P
Variants
Thambiratnam, David P.
Thambiratnam, D.P.
Thambiratnam, D.
 
Main Affiliation
 
Faculty
 

Publications

Results 1-20 of 22 (Search time: 0.005 seconds).

Issue DateTitleAuthor(s)
122-Nov-1985A simplified method for treating the dynamic response of embedded structures to SH-wavesThambiratnam, D.P. ; Balendra, T. 
2May-1986BASE PLATES UNDER AXIAL LOADS AND MOMENTS.Thambiratnam, David P. ; Paramasivam, P. 
31990Bef analogy for axisymmetrically loaded cylindrical shellsFrancis, T.-L.; Pulmano, V.A.; Thambiratnam, D. 
41989Computer analysis of column base platesThambiratnam, D.P. ; Krishnamurthy, N.
51985DESIGN OF CYLINDRICAL SHELLS FOR STATIC AND DYNAMIC LOADS.Thambiratnam, David P. ; Thevendran, V. ; Chang, S.L.; Lee, S.L. 
61990Finite element analysis of column base platesKrishnamurthy, N.; Thambiratnam, D.P. 
71983Higher order flexural transients in a beamThambiratnam, D.P. 
81985IMPACT OF A PRESTRESSED BEAM.Thambiratnam, David P. 
9Jul-1989Microcomputer analysis of axisymmetric shell structures subjected to axisymmetric loadingThambiratnam, D.P. ; Pulmano, V.A.; Tinloi, F.
101988Minimum weight design of conical concrete water tanksThevendran, V. ; Thambiratnam, D.P. 
11Sep-1986MINIMUM WEIGHT DESIGN OF CYLINDRICAL WATER TANKS.Thevendran, V. ; Thambiratnam, David P. 
121987Optimal shapes of cylindrical concrete water tanksThevendran, V. ; Thambiratnam, D.P. 
131988Optimum design of conical shells for free vibrationThambiratnam, D.P. ; Thevendran, V. 
1422-Feb-1988Optimum vibrating shapes of beams and circular platesThambiratnam, D.P. ; Thevendran, V. 
15Jun-1987PROPAGATION OF AXISYMMETRIC TRANSIENTS IN A ROD.Thambiratnam, David P. ; Thevendran, V. 
16Jul-1990Scattering of plane SH-waves by underground cavitiesThambiratnam, D.P. ; Lee, S.L. 
17Jul-1989Strain distribution in steel base plates under eccentric loadsParamasivam, P. ; Thambiratnam, D.P. 
181985STRIP METHOD FOR SOIL-STRUCTURE INTERACTION PROBLEMS.Thambiratnam, D.P. ; Balendra, T. 
191985STRIP METHOD FOR SOIL-STRUCTURE INTERACTION PROBLEMS.Thambiratnam, D.P. ; Balendra, T. 
208-Mar-1986Transient response of a string on an elastic baseThambiratnam, D.P.