| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A beam–column joint element for analysis of reinforced concrete frame structures
|
Zhang, Peizhou
|
|
2016
|
118 |
C |
p. 125-136
12 p.
|
artikel
|
| 2 |
Active control implementation in cable-stayed bridges for quasi-static loading patterns
|
Crusells-Girona, Miquel
|
|
2016
|
118 |
C |
p. 394-406
13 p.
|
artikel
|
| 3 |
A general design procedure for failure mechanism control of reinforced concrete frames
|
Montuori, Rosario
|
|
2016
|
118 |
C |
p. 137-155
19 p.
|
artikel
|
| 4 |
An algorithm for calculating the feasible pre-stress of cable-struts structure
|
Guo, Jiamin
|
|
2016
|
118 |
C |
p. 228-239
12 p.
|
artikel
|
| 5 |
An overview of seismic hybrid testing of engineering structures
|
McCrum, D.P.
|
|
2016
|
118 |
C |
p. 240-261
22 p.
|
artikel
|
| 6 |
Behavior of square fiber reinforced polymer–high-strength concrete–steel double-skin tubular columns under combined axial compression and reversed-cyclic lateral loading
|
Idris, Yunita
|
|
2016
|
118 |
C |
p. 307-319
13 p.
|
artikel
|
| 7 |
Behaviour of ultra high performance fibre reinforced concrete columns subjected to blast loading
|
Xu, Juechun
|
|
2016
|
118 |
C |
p. 97-107
11 p.
|
artikel
|
| 8 |
Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Calibration and validation
|
Hu, Fangxin
|
|
2016
|
118 |
C |
p. 210-227
18 p.
|
artikel
|
| 9 |
Cyclic flexural tests of hybrid steel–precast concrete beams with simple connection elements
|
Yang, Keun-Hyeok
|
|
2016
|
118 |
C |
p. 344-356
13 p.
|
artikel
|
| 10 |
Deflection of unbonded partially prestressed concrete continuous beams
|
Du, J.S.
|
|
2016
|
118 |
C |
p. 89-96
8 p.
|
artikel
|
| 11 |
Design of new scaffold anchor based on the updated finite element model
|
Ilcik, Jiri
|
|
2016
|
118 |
C |
p. 334-343
10 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2016
|
118 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Effect of weld on the mechanical properties of high strength and ultra-high strength steel tubes in fabricated hybrid sections
|
Javidan, Fatemeh
|
|
2016
|
118 |
C |
p. 16-27
12 p.
|
artikel
|
| 14 |
Evaluation of the flexural behavior of composite beam with inverted-T steel girder and steel fiber reinforced ultra high performance concrete slab
|
Yoo, Sung-Won
|
|
2016
|
118 |
C |
p. 1-15
15 p.
|
artikel
|
| 15 |
Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario
|
Ren, Peiqi
|
|
2016
|
118 |
C |
p. 28-40
13 p.
|
artikel
|
| 16 |
Experimental study on dynamic behavior of GFRP-to-concrete interface
|
Huo, Jingsi
|
|
2016
|
118 |
C |
p. 371-382
12 p.
|
artikel
|
| 17 |
Experimental tests of unreinforced exterior beam–column joints with plain bars
|
Ricci, Paolo
|
|
2016
|
118 |
C |
p. 178-194
17 p.
|
artikel
|
| 18 |
Failure of a precast RC building due to Emilia-Romagna earthquakes
|
Ercolino, M.
|
|
2016
|
118 |
C |
p. 262-273
12 p.
|
artikel
|
| 19 |
IC debonding failure in RC beams strengthened with FRP: Strain-based versus stress increment-based models
|
López-González, Julio C.
|
|
2016
|
118 |
C |
p. 108-124
17 p.
|
artikel
|
| 20 |
In-plane and out-of-plane testing of unreinforced masonry walls strengthened using polymer textile reinforced mortar
|
Ismail, Najif
|
|
2016
|
118 |
C |
p. 167-177
11 p.
|
artikel
|
| 21 |
Lower bound limit analysis of 2D steel frames with foundation–structure interaction
|
Nikolaou, K.D.
|
|
2016
|
118 |
C |
p. 41-54
14 p.
|
artikel
|
| 22 |
Mechanical model to evaluate steel reinforcement corrosion effects on σ–ε and fatigue curves. Experimental calibration and validation
|
Fernandez, Ignasi
|
|
2016
|
118 |
C |
p. 320-333
14 p.
|
artikel
|
| 23 |
Multi-scale modeling for deformation mechanism analysis of composite joint substructures
|
Tao, Mu-Xuan
|
|
2016
|
118 |
C |
p. 55-73
19 p.
|
artikel
|
| 24 |
Nonlinear dynamic collapse analysis of semi-rigid steel frames based on the finite particle method
|
Yu, Ying
|
|
2016
|
118 |
C |
p. 383-393
11 p.
|
artikel
|
| 25 |
Numerical modeling and experimental validation of axially loaded slender sandwich panels with soft core and various rib configurations
|
Mathieson, Hale
|
|
2016
|
118 |
C |
p. 195-209
15 p.
|
artikel
|
| 26 |
Sampling based numerical seismic assessment of continuous span RC bridges
|
Monteiro, Ricardo
|
|
2016
|
118 |
C |
p. 407-420
14 p.
|
artikel
|
| 27 |
Seismic fragility functions of industrial precast building classes
|
Babič, Anže
|
|
2016
|
118 |
C |
p. 357-370
14 p.
|
artikel
|
| 28 |
Shaking table test on the collapse process of a three-story reinforced concrete frame structure
|
Li, Shuang
|
|
2016
|
118 |
C |
p. 156-166
11 p.
|
artikel
|
| 29 |
System reliability-based seismic collapse assessment of steel moment frames using incremental dynamic analysis and Bayesian probability network
|
Fereshtehnejad, Ehsan
|
|
2016
|
118 |
C |
p. 274-286
13 p.
|
artikel
|
| 30 |
Theory of Plastic Mechanism Control for MRF–EBF dual systems: Closed form solution
|
Montuori, Rosario
|
|
2016
|
118 |
C |
p. 287-306
20 p.
|
artikel
|
| 31 |
Three-dimensional finite element modelling of rocking bridge piers under cyclic loading and exploration of options for increased energy dissipation
|
Leitner, Emma J.
|
|
2016
|
118 |
C |
p. 74-88
15 p.
|
artikel
|
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