| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Algorithms for seismic analysis of MDOF systems with fractional derivatives
|
Singh, M.P.
|
|
2011
|
33 |
8 |
p. 2371-2381
11 p.
|
article
|
| 2 |
Calendar
|
|
|
2011
|
33 |
8 |
p. I-II
nvt p.
|
article
|
| 3 |
Design of tall bridge piers by ant colony optimization
|
Martínez, Francisco J.
|
|
2011
|
33 |
8 |
p. 2320-2329
10 p.
|
article
|
| 4 |
Editorial Board
|
|
|
2011
|
33 |
8 |
p. IFC-
1 p.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 7 |
Experimental evaluation of different strengthening techniques of traditional timber connections
|
Branco, Jorge Manuel
|
|
2011
|
33 |
8 |
p. 2259-2270
12 p.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 12 |
Photogrammetric measurements of RC bridge column deformations
|
Alemdar, Zeynep Firat
|
|
2011
|
33 |
8 |
p. 2407-2415
9 p.
|
article
|
| 13 |
Reduction in flexural strength in rectangular RC beams due to slenderness
|
Girija, K.
|
|
2011
|
33 |
8 |
p. 2398-2406
9 p.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 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.
|
article
|
| 17 |
Sensitivity analysis of steel plane frames with initial imperfections
|
Kala, Zdeněk
|
|
2011
|
33 |
8 |
p. 2342-2349
8 p.
|
article
|
| 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.
|
article
|
Journal description