| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A combined finite element-Riccati transfer matrix method in frequency domain for transient structural response
|
Xue, Huiyu
|
|
1997
|
62 |
2 |
p. 215-220
6 p.
|
artikel
|
| 2 |
An alternative view of building structures
|
Pithia, K.D.
|
|
1997
|
62 |
2 |
p. 409-411
3 p.
|
artikel
|
| 3 |
An enhanced computational scheme for the analysis of elastic mechanisms
|
Fallahi, B.
|
|
1997
|
62 |
2 |
p. 369-372
4 p.
|
artikel
|
| 4 |
A posteriori error estimator based on the second derivative of the displacement field for two-dimensional elastic problems
|
Yazdani, A.A.
|
|
1997
|
62 |
2 |
p. 317-338
22 p.
|
artikel
|
| 5 |
Assessment on pile effective lengths and their effects on design—I. Assessment
|
Chen, Y.
|
|
1997
|
62 |
2 |
p. 265-286
22 p.
|
artikel
|
| 6 |
Assessment on pile effective lengths and their effects on design—II. Practical applications
|
Chen, Y.
|
|
1997
|
62 |
2 |
p. 287-312
26 p.
|
artikel
|
| 7 |
Automating node and element assignments on conforming four-sided sections defining a domain for mapping quadrilateral elements
|
Barker, D.E.
|
|
1997
|
62 |
2 |
p. 373-380
8 p.
|
artikel
|
| 8 |
Comparison of several approximate modal methods for computing mode shape derivatives
|
Yu, Min
|
|
1997
|
62 |
2 |
p. 381-393
13 p.
|
artikel
|
| 9 |
Dynamic interaction between heavy vehicles and highway bridges
|
Green, M.F.
|
|
1997
|
62 |
2 |
p. 253-264
12 p.
|
artikel
|
| 10 |
Element size effects in nonlinear analysis of reinforced concrete members
|
Shayanfar, M.A.
|
|
1997
|
62 |
2 |
p. 339-352
14 p.
|
artikel
|
| 11 |
Free vibration analysis of penta, hepta-gonal shaped plates
|
Ghazi, S.S.A.
|
|
1997
|
62 |
2 |
p. 395-407
13 p.
|
artikel
|
| 12 |
Moore-penrose inverse method of topological variation of finite element systems
|
Liang, Ping
|
|
1997
|
62 |
2 |
p. 243-251
9 p.
|
artikel
|
| 13 |
Multiobjective design of laminated cylindrical shells for maximum torsional and axial buckling loads
|
Walker, M.
|
|
1997
|
62 |
2 |
p. 237-242
6 p.
|
artikel
|
| 14 |
Safety factors of beams subjected to pure bending
|
Tolun, S.
|
|
1997
|
62 |
2 |
p. 313-316
4 p.
|
artikel
|
| 15 |
Selection of structural parameters for correcting frequency random errors
|
Song, Datong
|
|
1997
|
62 |
2 |
p. 221-226
6 p.
|
artikel
|
| 16 |
Simply-supported plate subject to loads distributed over an arbitrarily shaped area
|
Ong, L.S.
|
|
1997
|
62 |
2 |
p. 413-416
4 p.
|
artikel
|
| 17 |
Solving plate bending problems using finite strips on networked workstations
|
Chen, Hsin-Chu
|
|
1997
|
62 |
2 |
p. 227-236
10 p.
|
artikel
|
| 18 |
The application of the FEM to determine the response of a pretorsioned pipe cluster to static or dynamic axial impact loading
|
Kormi, K.
|
|
1997
|
62 |
2 |
p. 353-368
16 p.
|
artikel
|
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