nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Algorithms for seismic analysis of MDOF systems with fractional derivatives
|
Singh, M.P. |
|
2011 |
33 |
8 |
p. 2371-2381 11 p. |
artikel |
2 |
Calendar
|
|
|
2011 |
33 |
8 |
p. I-II nvt p. |
artikel |
3 |
Design of tall bridge piers by ant colony optimization
|
Martínez, Francisco J. |
|
2011 |
33 |
8 |
p. 2320-2329 10 p. |
artikel |
4 |
Editorial Board
|
|
|
2011 |
33 |
8 |
p. IFC- 1 p. |
artikel |
5 |
Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions
|
Khaled, A. |
|
2011 |
33 |
8 |
p. 2357-2370 14 p. |
artikel |
6 |
Estimation of torsional-flutter probability in flexible bridges considering randomness in flutter derivatives
|
Seo, Dong-Woo |
|
2011 |
33 |
8 |
p. 2284-2296 13 p. |
artikel |
7 |
Experimental evaluation of different strengthening techniques of traditional timber connections
|
Branco, Jorge Manuel |
|
2011 |
33 |
8 |
p. 2259-2270 12 p. |
artikel |
8 |
Experimental study on joint of spliced steel–PSC hybrid girder, Part I: Proposed parallel-perfobond-rib-type joint
|
Kim, Sang-Hyo |
|
2011 |
33 |
8 |
p. 2382-2397 16 p. |
artikel |
9 |
Model-based design and experimental validation of active vibration control for a stress ribbon bridge using pneumatic muscle actuators
|
Bleicher, Achim |
|
2011 |
33 |
8 |
p. 2237-2247 11 p. |
artikel |
10 |
Numerical and experimental study on the interaction cable structure during the failure of a stay in a cable stayed bridge
|
Mozos, C.M. |
|
2011 |
33 |
8 |
p. 2330-2341 12 p. |
artikel |
11 |
On the background and biresonant components of the random response of single degree-of-freedom systems under non-Gaussian random loading
|
Denoël, V. |
|
2011 |
33 |
8 |
p. 2271-2283 13 p. |
artikel |
12 |
Photogrammetric measurements of RC bridge column deformations
|
Alemdar, Zeynep Firat |
|
2011 |
33 |
8 |
p. 2407-2415 9 p. |
artikel |
13 |
Reduction in flexural strength in rectangular RC beams due to slenderness
|
Girija, K. |
|
2011 |
33 |
8 |
p. 2398-2406 9 p. |
artikel |
14 |
Response to discussion on “A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations” by Jose L. Almazan, Juan C. De la Llera, Jose A. Inaudi, Diego Lopez-Garcia, Luis E. Izquierdo [Eng Struct 29 (2007) 1548–1560]
|
Almazán, José Luis |
|
2011 |
33 |
8 |
p. 2416- 1 p. |
artikel |
15 |
Safety formats for nonlinear analysis tested on concrete beams subjected to shear forces and bending moments
|
Schlune, Hendrik |
|
2011 |
33 |
8 |
p. 2350-2356 7 p. |
artikel |
16 |
Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems
|
Karavasilis, Theodore L. |
|
2011 |
33 |
8 |
p. 2248-2258 11 p. |
artikel |
17 |
Sensitivity analysis of steel plane frames with initial imperfections
|
Kala, Zdeněk |
|
2011 |
33 |
8 |
p. 2342-2349 8 p. |
artikel |
18 |
Variationally-based theories for buckling of partial composite beam–columns including shear and axial effects
|
Challamel, Noël |
|
2011 |
33 |
8 |
p. 2297-2319 23 p. |
artikel |