| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of Engineering Structures; Bedenik and Besant
|
MacLeod, Iain
|
|
2000
|
22 |
9 |
p. 1226-
1 p.
|
artikel
|
| 2 |
An empirical model of a downburst
|
Holmes, J.D
|
|
2000
|
22 |
9 |
p. 1167-1172
6 p.
|
artikel
|
| 3 |
A risk model for design of transmission line systems against thunderstorm downburst winds
|
Oliver, S.E.
|
|
2000
|
22 |
9 |
p. 1173-1179
7 p.
|
artikel
|
| 4 |
A study of the effect of microcrack on the vibration mode shape
|
Ravi, D
|
|
2000
|
22 |
9 |
p. 1097-1102
6 p.
|
artikel
|
| 5 |
A tuned mass damper for suppressing the coupled flexural and torsional buffeting response of long-span bridges
|
Lin, Yuh-Yi
|
|
2000
|
22 |
9 |
p. 1195-1204
10 p.
|
artikel
|
| 6 |
Comparison of techniques for modal analysis of concrete structures
|
Ndambi, J.M.
|
|
2000
|
22 |
9 |
p. 1159-1166
8 p.
|
artikel
|
| 7 |
Damping in buildings: its neural network model and AR model
|
Li, Q.S
|
|
2000
|
22 |
9 |
p. 1216-1223
8 p.
|
artikel
|
| 8 |
Effective stiffness modelling of composite concrete slabs in fire
|
Huang, Zhaohui
|
|
2000
|
22 |
9 |
p. 1133-1144
12 p.
|
artikel
|
| 9 |
Effect of the concrete compressive strength and tensile reinforcement ratio on the flexural behavior of fibrous concrete beams
|
Ashour, Samir A
|
|
2000
|
22 |
9 |
p. 1145-1158
14 p.
|
artikel
|
| 10 |
Equivalent linearization of the Bouc–Wen hysteretic model
|
Hurtado, Jorge E
|
|
2000
|
22 |
9 |
p. 1121-1132
12 p.
|
artikel
|
| 11 |
Evolutionary Structural Optimization; Y.M. Xie and G.P. Steven; Accompanying Demonstration Software: O.M. Querin. Springer, London, 1997, 188 pages, ISBN 3-540-76153-5
|
Seffen, K.A
|
|
2000
|
22 |
9 |
p. 1224-1225
2 p.
|
artikel
|
| 12 |
Finite-element strength and stability analysis and experimental studies of a submarine-launched missile's composite dome
|
Huang, Jinsong
|
|
2000
|
22 |
9 |
p. 1189-1194
6 p.
|
artikel
|
| 13 |
Free longitudinal vibration analysis of multi-step non-uniform bars based on piecewise analytical solutions
|
Li, Q.S.
|
|
2000
|
22 |
9 |
p. 1205-1215
11 p.
|
artikel
|
| 14 |
Hysteretic behavior of existing and retrofitted concrete-encased riveted stiffened seat angle connections
|
Bruneau, Michel
|
|
2000
|
22 |
9 |
p. 1086-1096
11 p.
|
artikel
|
| 15 |
Modeling the effects of residual stresses on defects in welds of steel frame connections
|
Matos, C.G
|
|
2000
|
22 |
9 |
p. 1103-1120
18 p.
|
artikel
|
| 16 |
New method for 2nd order effects evaluation in reinforced concrete portal frames
|
Vinagre, J.
|
|
2000
|
22 |
9 |
p. 1061-1069
9 p.
|
artikel
|
| 17 |
New space truss system—from concept to implementation
|
El-Sheikh, Ahmed
|
|
2000
|
22 |
9 |
p. 1070-1085
16 p.
|
artikel
|
| 18 |
Structural Dynamics EURODYN'99; L. Fryba and J. Naprstek (Eds.); A.A. Balkema, Rotterdam, 1999, 1236 pages, ISBN 90-5809-056-6 (for the two complete volumes), EUR 160.00
|
Collop, A.C
|
|
2000
|
22 |
9 |
p. 1224-
1 p.
|
artikel
|
| 19 |
Vibration analysis of simply supported plates of general shape with internal point and line supports using the Galerkin method
|
Saadatpour, M.M
|
|
2000
|
22 |
9 |
p. 1180-1188
9 p.
|
artikel
|
| 20 |
Wind Generated Ocean Waves; I. R. Young; Elsevier, 1999, 288 pages, ISBN 0-08-043317-0, NLG 270, US$ 139.5
|
Reeve, Dominic
|
|
2000
|
22 |
9 |
p. 1225-1226
2 p.
|
artikel
|
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