nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An elasto-plastic damage model for plain concrete subjected to high temperatures
|
Nechnech, W. |
|
2002 |
24 |
5 |
p. 597-611 15 p. |
artikel |
2 |
An improved on-line dynamic testing method
|
Chang, Shuenn-Yih |
|
2002 |
24 |
5 |
p. 587-596 10 p. |
artikel |
3 |
A non-discrete approach for analysis of plates with multiple subdomains
|
Su, G.H |
|
2002 |
24 |
5 |
p. 563-575 13 p. |
artikel |
4 |
Calender
|
|
|
2002 |
24 |
5 |
p. I-II nvt p. |
artikel |
5 |
Determination of design moments in bridges constructed by balanced cantilever method
|
Kwak, H.-G. |
|
2002 |
24 |
5 |
p. 639-648 10 p. |
artikel |
6 |
Effective periods and dampings of building-foundation systems including seismic wave effects
|
Avilés, Javier |
|
2002 |
24 |
5 |
p. 553-562 10 p. |
artikel |
7 |
Efficient seismic analysis of high-rise building structures with the effects of floor slabs
|
Lee, Dong-Guen |
|
2002 |
24 |
5 |
p. 613-623 11 p. |
artikel |
8 |
Finite element analysis of non linear coupled oscillator
|
Yaman, Mustafa |
|
2002 |
24 |
5 |
p. 577-586 10 p. |
artikel |
9 |
Free vibration analysis and shape optimization of box-girder bridges in straight and curved planform
|
Tayşi, N. |
|
2002 |
24 |
5 |
p. 625-637 13 p. |
artikel |
10 |
Impact study of cable-stayed railway bridges with random rail irregularities
|
Au, F.T.K. |
|
2002 |
24 |
5 |
p. 529-541 13 p. |
artikel |
11 |
Meshfree method for large deformation analysis–a reproducing kernel particle approach
|
Liew, K.M. |
|
2002 |
24 |
5 |
p. 543-551 9 p. |
artikel |
12 |
Seismic amplification at Avcılar, Istanbul
|
Tezcan, Semih S. |
|
2002 |
24 |
5 |
p. 661-667 7 p. |
artikel |
13 |
Strength evalution of retrofit shear wall elements with interfaces of fractal geometry
|
Mistakidis, Euripides S. |
|
2002 |
24 |
5 |
p. 649-659 11 p. |
artikel |
14 |
Time-dependent fracture mechanics
|
Burdekin, F.M |
|
2002 |
24 |
5 |
p. 669-670 2 p. |
artikel |