| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An analytical model for stress–strain behavior of confined concrete
|
Binici, Baris
|
|
2005
|
27 |
7 |
p. 1040-1051
12 p.
|
artikel
|
| 2 |
Announcement
|
|
|
2005
|
27 |
7 |
p. IV-
1 p.
|
artikel
|
| 3 |
Applicability of low-yield-strength steel for ductility improvement of steel bridge piers
|
Susantha, K.A.S.
|
|
2005
|
27 |
7 |
p. 1064-1073
10 p.
|
artikel
|
| 4 |
Calendar
|
|
|
2005
|
27 |
7 |
p. I-III
nvt p.
|
artikel
|
| 5 |
Experimental cyclic response of cold-formed hollow steel bracing members
|
Goggins, J.M.
|
|
2005
|
27 |
7 |
p. 977-989
13 p.
|
artikel
|
| 6 |
Fuzzy supervisory control of earthquake-excited cable-stayed bridges
|
Park, Kwan-Soon
|
|
2005
|
27 |
7 |
p. 1086-1100
15 p.
|
artikel
|
| 7 |
Improved stiffness distribution factors for evaluation of effective buckling lengths in multi-story sway frames
|
Gantes, Charis J.
|
|
2005
|
27 |
7 |
p. 1113-1124
12 p.
|
artikel
|
| 8 |
Material modelling in the seismic response analysis for the design of RC framed structures
|
Pankaj, Pankaj
|
|
2005
|
27 |
7 |
p. 1014-1023
10 p.
|
artikel
|
| 9 |
Minimum thickness for ductile RC structural walls
|
Chai, Y.H.
|
|
2005
|
27 |
7 |
p. 1052-1063
12 p.
|
artikel
|
| 10 |
Performance evaluation of tuned liquid column dampers for response control of a 76-story benchmark building
|
Min, Kyung-Won
|
|
2005
|
27 |
7 |
p. 1101-1112
12 p.
|
artikel
|
| 11 |
Re-examination of damage distribution in Adapazarı: Geotechnical considerations
|
Bakır, B. Sadık
|
|
2005
|
27 |
7 |
p. 1002-1013
12 p.
|
artikel
|
| 12 |
Re-examination of damage distribution in Adapazarı: Structural considerations
|
Yakut, Ahmet
|
|
2005
|
27 |
7 |
p. 990-1001
12 p.
|
artikel
|
| 13 |
Seismic behaviour of steel coupling beams linking reinforced concrete shear walls
|
Park, Wan-Shin
|
|
2005
|
27 |
7 |
p. 1024-1039
16 p.
|
artikel
|
| 14 |
Stiffness and capacity of steel–concrete composite beams with profiled sheeting
|
Nie, Jianguo
|
|
2005
|
27 |
7 |
p. 1074-1085
12 p.
|
artikel
|
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