| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A chimney’s seismic assessment by a tuned mass damper
|
Longarini, Nicola
|
|
2014
|
79 |
C |
p. 290-296
7 p.
|
artikel
|
| 2 |
An algorithm for simulation of concrete cable-stayed bridges built on temporary supports and considering time dependent effects
|
Lozano-Galant, J.A.
|
|
2014
|
79 |
C |
p. 341-353
13 p.
|
artikel
|
| 3 |
Analysis, design and testing of an hourglass-shaped copper energy dissipation device
|
Briones, Benjamín
|
|
2014
|
79 |
C |
p. 309-321
13 p.
|
artikel
|
| 4 |
Anchorage configuration for post-tensioned NSM CFRP upgrading constructed bridge girders
|
Kim, Yail J.
|
|
2014
|
79 |
C |
p. 256-266
11 p.
|
artikel
|
| 5 |
An experimental study on reinforced concrete beams strengthened with prestressed near surface mounted CFRP strips
|
Peng, Hui
|
|
2014
|
79 |
C |
p. 222-233
12 p.
|
artikel
|
| 6 |
A physically-based analytical relationship for practical prediction of leakage in longitudinally cracked pressurized pipes
|
de Miranda, Stefano
|
|
2014
|
79 |
C |
p. 142-148
7 p.
|
artikel
|
| 7 |
Assessing local-scale damage in reinforced concrete frame structures using dynamic measurements
|
Bui, Q.-B.
|
|
2014
|
79 |
C |
p. 22-31
10 p.
|
artikel
|
| 8 |
Development of a practical algorithm for Bayesian model updating of a coupled slab system utilizing field test data
|
Lam, H.F.
|
|
2014
|
79 |
C |
p. 182-194
13 p.
|
artikel
|
| 9 |
Dynamic characteristics of wind-excited linked twin buildings based on a 3-dimensional analytical model
|
Song, Jie
|
|
2014
|
79 |
C |
p. 169-181
13 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2014
|
79 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjected to spatially varying ground motions
|
Shrestha, Bipin
|
|
2014
|
79 |
C |
p. 195-210
16 p.
|
artikel
|
| 12 |
Effect of seismic degradation on the fragility of reinforced concrete bridges
|
Kumar, R.
|
|
2014
|
79 |
C |
p. 267-275
9 p.
|
artikel
|
| 13 |
Experimental investigation of inelastic bridge response under spatially varying excitations with pounding
|
Li, Bo
|
|
2014
|
79 |
C |
p. 106-116
11 p.
|
artikel
|
| 14 |
Experimental study of tension stiffening in GFRP RC tensile members under sustained load
|
Vilanova, I.
|
|
2014
|
79 |
C |
p. 390-400
11 p.
|
artikel
|
| 15 |
Exploratory numerical analysis of two-way straight cable-net façades subjected to air blast loads
|
Bedon, Chiara
|
|
2014
|
79 |
C |
p. 276-289
14 p.
|
artikel
|
| 16 |
Fatigue life prediction for aging RC beams considering corrosive environments
|
Ma, Yafei
|
|
2014
|
79 |
C |
p. 211-221
11 p.
|
artikel
|
| 17 |
Finite element modelling and dilation of FRP-confined concrete columns
|
Youssf, Osama
|
|
2014
|
79 |
C |
p. 70-85
16 p.
|
artikel
|
| 18 |
Flexural–torsional buckling behaviour and design of cold-formed steel compression members at elevated temperatures
|
Gunalan, Shanmuganathan
|
|
2014
|
79 |
C |
p. 149-168
20 p.
|
artikel
|
| 19 |
Incremental wind-wave analysis of the structural capacity of offshore wind turbine support structures under extreme loading
|
Wei, Kai
|
|
2014
|
79 |
C |
p. 58-69
12 p.
|
artikel
|
| 20 |
Influence of high loading rates on behavior of reinforced concrete beams with different aspect ratios – A numerical study
|
Sharma, Akanshu
|
|
2014
|
79 |
C |
p. 297-308
12 p.
|
artikel
|
| 21 |
Macroscopic modeling of reinforced concrete joints: Application to thermal break elements subject to earthquake loadings
|
Nguyen, T.T.H.
|
|
2014
|
79 |
C |
p. 131-141
11 p.
|
artikel
|
| 22 |
Multidirectional pushover analysis for seismic assessment of irregular-in-plan bridges
|
Araújo, Miguel
|
|
2014
|
79 |
C |
p. 375-389
15 p.
|
artikel
|
| 23 |
Novel shear capacity testing of ASR damaged full scale concrete bridge
|
Schmidt, Jacob Wittrup
|
|
2014
|
79 |
C |
p. 365-374
10 p.
|
artikel
|
| 24 |
Numerical and analytical investigation on the dynamic buckling behavior of glass columns under blast
|
Bedon, Chiara
|
|
2014
|
79 |
C |
p. 322-340
19 p.
|
artikel
|
| 25 |
Probabilistic model of the crack localization in axially loaded fibrous reinforced concrete bars
|
Dancygier, Avraham N.
|
|
2014
|
79 |
C |
p. 417-426
10 p.
|
artikel
|
| 26 |
Risk-consistent calibration of load factors for the design of reinforced concrete bridges under the combined effects of earthquake and scour hazards
|
Wang, Zhenghua
|
|
2014
|
79 |
C |
p. 86-95
10 p.
|
artikel
|
| 27 |
Shear fatigue behaviour of reinforced concrete elements without shear reinforcement
|
Gallego, Juan Manuel
|
|
2014
|
79 |
C |
p. 45-57
13 p.
|
artikel
|
| 28 |
Size effect model for the edge strength of glass with cut and ground edge finishing
|
Vandebroek, Marc
|
|
2014
|
79 |
C |
p. 96-105
10 p.
|
artikel
|
| 29 |
Story shear and torsional moment-based pushover procedure for asymmetric-plan buildings using an adaptive capacity spectrum method
|
Tarbali, Karim
|
|
2014
|
79 |
C |
p. 32-44
13 p.
|
artikel
|
| 30 |
Strength of steel I-girders subjected to eccentric patch loading
|
Graciano, Carlos
|
|
2014
|
79 |
C |
p. 401-406
6 p.
|
artikel
|
| 31 |
Strength prediction of annealed glass plates – A new model
|
Yankelevsky, David Z.
|
|
2014
|
79 |
C |
p. 244-255
12 p.
|
artikel
|
| 32 |
Structural art: Past, present and future
|
Hu, Nan
|
|
2014
|
79 |
C |
p. 407-416
10 p.
|
artikel
|
| 33 |
Tensile performance of prestressed steel elements
|
Gosaye, Jonathan
|
|
2014
|
79 |
C |
p. 234-243
10 p.
|
artikel
|
| 34 |
The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams
|
Lachemi, Mohamed
|
|
2014
|
79 |
C |
p. 1-12
12 p.
|
artikel
|
| 35 |
The effect of soil–foundation–structure interaction on the wind-induced response of tall buildings
|
Venanzi, Ilaria
|
|
2014
|
79 |
C |
p. 117-130
14 p.
|
artikel
|
| 36 |
Topology optimization of compliant mechanisms with desired structural stiffness
|
Huang, X.
|
|
2014
|
79 |
C |
p. 13-21
9 p.
|
artikel
|
| 37 |
Weight and cost optimization of welded high strength steel beams
|
Mela, Kristo
|
|
2014
|
79 |
C |
p. 354-364
11 p.
|
artikel
|
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