| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A numerical model for sequential construction, repairing and strengthening of 2-D concrete frames
|
Torres, Ll.
|
|
2003
|
25 |
3 |
p. 323-336
14 p.
|
artikel
|
| 2 |
A weighted-stretched-wire system for monitoring deflections
|
Stanton, J.F.
|
|
2003
|
25 |
3 |
p. 347-357
11 p.
|
artikel
|
| 3 |
Behavior of axially loaded pile group under lateral cyclic loading
|
Küçükarslan, S.
|
|
2003
|
25 |
3 |
p. 303-311
9 p.
|
artikel
|
| 4 |
Calender
|
|
|
2003
|
25 |
3 |
p. I-II
nvt p.
|
artikel
|
| 5 |
Damage detection in a building structure model under seismic excitation using dereverberated wave mechanics
|
Ma, Jun
|
|
2003
|
25 |
3 |
p. 385-396
12 p.
|
artikel
|
| 6 |
Determination of rectangular stress block parameters for high performance concrete
|
Oztekin, Ertekin
|
|
2003
|
25 |
3 |
p. 371-376
6 p.
|
artikel
|
| 7 |
Dynamic pressures on a pair of rigid walls experiencing base rotation and retaining poroelastic soil
|
Theodorakopoulos, D.D.
|
|
2003
|
25 |
3 |
p. 359-370
12 p.
|
artikel
|
| 8 |
Evaluation of impact factors for composite concrete–steel cellular straight bridges
|
Zhang, X
|
|
2003
|
25 |
3 |
p. 313-321
9 p.
|
artikel
|
| 9 |
Interior wide beam connections subjected to lateral earthquake loading
|
Siah, W.L.
|
|
2003
|
25 |
3 |
p. 281-291
11 p.
|
artikel
|
| 10 |
Probabilistic approach for cable residual strength assessment
|
Cremona, C.
|
|
2003
|
25 |
3 |
p. 377-384
8 p.
|
artikel
|
| 11 |
Response of clamped structural slabs subjected to a dynamic point load via BEM
|
Antonio, J.
|
|
2003
|
25 |
3 |
p. 293-301
9 p.
|
artikel
|
| 12 |
Seismic damage evaluation of a steel building using stress triaxiality
|
Shama, A.A
|
|
2003
|
25 |
3 |
p. 271-279
9 p.
|
artikel
|
| 13 |
Seismic demand predictions of concrete-filled steel box columns
|
Ge, H.B.
|
|
2003
|
25 |
3 |
p. 337-345
9 p.
|
artikel
|
| 14 |
Stochastic vibration of laminated composite coated beam traversed by a random moving load
|
Zibdeh, H.S.
|
|
2003
|
25 |
3 |
p. 397-404
8 p.
|
artikel
|
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