nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A finite segment model for shear lag analysis
|
Luo, Q.Z. |
|
2004 |
26 |
14 |
p. 2113-2124 12 p. |
artikel |
2 |
Annual index
|
|
|
2004 |
26 |
14 |
p. III-XI nvt p. |
artikel |
3 |
Calendar
|
|
|
2004 |
26 |
14 |
p. I-II nvt p. |
artikel |
4 |
Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions
|
Liao, Wen-I |
|
2004 |
26 |
14 |
p. 2173-2183 11 p. |
artikel |
5 |
Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending
|
Elchalakani, Mohamed |
|
2004 |
26 |
14 |
p. 2125-2135 11 p. |
artikel |
6 |
Design of reinforced concrete frames with damage control
|
Cruz, Miguel F. |
|
2004 |
26 |
14 |
p. 2037-2045 9 p. |
artikel |
7 |
Direct identification of flutter derivatives and aerodynamic admittances of bridge decks
|
Gu, Ming |
|
2004 |
26 |
14 |
p. 2161-2172 12 p. |
artikel |
8 |
Evaluation of elastically linked dashpot based active multiple tuned mass dampers for structures under ground acceleration
|
Li, Chunxiang |
|
2004 |
26 |
14 |
p. 2149-2160 12 p. |
artikel |
9 |
Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach
|
Oehlers, D.J. |
|
2004 |
26 |
14 |
p. 2209-2218 10 p. |
artikel |
10 |
Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests
|
Oehlers, D.J. |
|
2004 |
26 |
14 |
p. 2197-2207 11 p. |
artikel |
11 |
Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation
|
Kim, Sang-Cheol |
|
2004 |
26 |
14 |
p. 2053-2067 15 p. |
artikel |
12 |
Reduction of traffic-induced vibration of two-girder steel bridge seated on elastomeric bearings
|
Kim, Chul-Woo |
|
2004 |
26 |
14 |
p. 2185-2195 11 p. |
artikel |
13 |
Seismic based strengthening of steel and RC telecommunication poles based on fem analysis
|
Kalkan, Erol |
|
2004 |
26 |
14 |
p. 2101-2111 11 p. |
artikel |
14 |
Seismic performance parameters of RC beams retrofitted by CARDIFRC®
|
Maheri, Mahmoud R. |
|
2004 |
26 |
14 |
p. 2069-2079 11 p. |
artikel |
15 |
Seismic vulnerability, behavior and design of tunnel form building structures
|
Balkaya, Can |
|
2004 |
26 |
14 |
p. 2081-2099 19 p. |
artikel |
16 |
Stiffness of reinforced concrete beams with external tendons
|
El-Ariss, Bilal |
|
2004 |
26 |
14 |
p. 2047-2051 5 p. |
artikel |
17 |
Structural behavior of strengthened bridge deck specimens under fatigue loading
|
Sim, Jongsung |
|
2004 |
26 |
14 |
p. 2219-2230 12 p. |
artikel |
18 |
Structural models of critical regions in old-type r.c. frames with smooth rebars
|
Fabbrocino, Giovanni |
|
2004 |
26 |
14 |
p. 2137-2148 12 p. |
artikel |