nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Computer program for the stiffness matrix of laminated plates using the hybrid-stress finite element
|
Rao, K.M. |
|
1992 |
43 |
2 |
p. 351-363 13 p. |
artikel |
2 |
Consistent stiffness iteration method for elastic-plastic analysis
|
Chang, Chih-Chao |
|
1992 |
43 |
2 |
p. 255-263 9 p. |
artikel |
3 |
Discrete energy method for the analysis of right box-girder bridges
|
Mishra, P.K. |
|
1992 |
43 |
2 |
p. 223-235 13 p. |
artikel |
4 |
Dynamic response of tension cable structures due to wind loads
|
Stefanou, G.D. |
|
1992 |
43 |
2 |
p. 365-372 8 p. |
artikel |
5 |
Dynamic stability of a shaft-disk system with flaws
|
Ku, Der-Ming |
|
1992 |
43 |
2 |
p. 305-311 7 p. |
artikel |
6 |
Editorial: Software survey section
|
|
|
1992 |
43 |
2 |
p. I-III nvt p. |
artikel |
7 |
Finite element analysis of ship/ice interaction
|
Jebaraj, C. |
|
1992 |
43 |
2 |
p. 205-221 17 p. |
artikel |
8 |
Fully automatic finite element solution of static problems
|
Tokarsky, B. |
|
1992 |
43 |
2 |
p. 391-394 4 p. |
artikel |
9 |
Hierarchical Bernoulli-Euler beam finite elements
|
Ganesan, N. |
|
1992 |
43 |
2 |
p. 297-304 8 p. |
artikel |
10 |
Lateral buckling of narrow rectangular beams containing openings
|
Thevendran, V. |
|
1992 |
43 |
2 |
p. 247-254 8 p. |
artikel |
11 |
Nonlinear response analysis of marine risers
|
Ahmad, S. |
|
1992 |
43 |
2 |
p. 281-295 15 p. |
artikel |
12 |
Optimum mass design of laminated plates with longitudinal mid-surface voids
|
Williams, F.W. |
|
1992 |
43 |
2 |
p. 265-272 8 p. |
artikel |
13 |
Parallel computation in a three-dimensional elastic-plastic finite-element analysis
|
Shivakumar, K.N. |
|
1992 |
43 |
2 |
p. 237-245 9 p. |
artikel |
14 |
Second symposium on parallel computationaal methods for large-scale structural analysis and design
|
|
|
1992 |
43 |
2 |
p. 395- 1 p. |
artikel |
15 |
Seismic behavior of bridge piers including soil-structure interaction
|
Spyrakos, C.C. |
|
1992 |
43 |
2 |
p. 373-384 12 p. |
artikel |
16 |
Some considerations on a four-node finite element for composites with the drilling degrees of freedom
|
Piancastelli, L. |
|
1992 |
43 |
2 |
p. 337-342 6 p. |
artikel |
17 |
Stability of laminated composite plates with cut-outs
|
Srivatsa, K.S. |
|
1992 |
43 |
2 |
p. 273-279 7 p. |
artikel |
18 |
Stress analysis of a thick fibre-reinforced plastic laminated square plate containing two elliptical holes under transverse uniform loading
|
Paul, T.K. |
|
1992 |
43 |
2 |
p. 343-349 7 p. |
artikel |
19 |
The mixed finite element solution of helical beams with variable cross-section under arbitrary loading
|
Omurtag, M.H. |
|
1992 |
43 |
2 |
p. 325-331 7 p. |
artikel |
20 |
The modal equations applied to continuous systems
|
Anuta Jr, A.E. |
|
1992 |
43 |
2 |
p. 333-336 4 p. |
artikel |
21 |
Three-dimensional stochastic response of offshore towers to random sea waves
|
Qian, Jiang |
|
1992 |
43 |
2 |
p. 385-390 6 p. |
artikel |
22 |
Visco-elastic finite element formulation for isolated foundations on clays
|
Viladkar, M.N. |
|
1992 |
43 |
2 |
p. 313-324 12 p. |
artikel |