| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A direct method for analyzing the vertical vehicle–structure interaction
|
Neves, S.G.M.
|
|
2012
|
34 |
C |
p. 414-420
7 p.
|
artikel
|
| 2 |
A method for prediction of the equilibrium state of a long and slender wire on a frictionless toroid applied for analysis of flexible pipe structures
|
Østergaard, Niels Højen
|
|
2012
|
34 |
C |
p. 391-399
9 p.
|
artikel
|
| 3 |
A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility
|
Birely, Anna C.
|
|
2012
|
34 |
C |
p. 455-465
11 p.
|
artikel
|
| 4 |
Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading
|
Zhao, Xue-Mei
|
|
2012
|
34 |
C |
p. 466-482
17 p.
|
artikel
|
| 5 |
A new bond-slip model for adhesive in CFRP–steel composite systems
|
Dehghani, E.
|
|
2012
|
34 |
C |
p. 447-454
8 p.
|
artikel
|
| 6 |
An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation
|
Lu, Lyan-Ywan
|
|
2012
|
34 |
C |
p. 111-123
13 p.
|
artikel
|
| 7 |
A numerical study of the seismic behaviour of timber shear walls with slip-friction connectors
|
Loo, Wei Y.
|
|
2012
|
34 |
C |
p. 233-243
11 p.
|
artikel
|
| 8 |
Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study
|
Uva, G.
|
|
2012
|
34 |
C |
p. 514-526
13 p.
|
artikel
|
| 9 |
Axial–shear–flexure interaction hysteretic model for RC columns under combined actions
|
Xu, Shi-Yu
|
|
2012
|
34 |
C |
p. 548-563
16 p.
|
artikel
|
| 10 |
Back-calculation of elastic modulus of soil and subgrade from portable falling weight deflectometer measurements
|
Asli, C.
|
|
2012
|
34 |
C |
p. 1-7
7 p.
|
artikel
|
| 11 |
Bond strength of glass fibre-reinforced polymer bars in unconfined concrete
|
Choi, Dong-Uk
|
|
2012
|
34 |
C |
p. 303-313
11 p.
|
artikel
|
| 12 |
Building analysis for inelastic earthquake design of regular moment frames and dual systems addressing moment redistribution
|
Eom, Tae-Sung
|
|
2012
|
34 |
C |
p. 147-154
8 p.
|
artikel
|
| 13 |
Calendar
|
|
|
2012
|
34 |
C |
p. I-
1 p.
|
artikel
|
| 14 |
Closed-form shear flow solution for box–girder bridges under torsion
|
Dowell, Robert K.
|
|
2012
|
34 |
C |
p. 383-390
8 p.
|
artikel
|
| 15 |
Compression load failure of aluminum plates due to fire
|
Fogle, Emily J.
|
|
2012
|
34 |
C |
p. 155-162
8 p.
|
artikel
|
| 16 |
Damage assessment of concrete structures through dynamic testing methods. Part 2: Bridge tests
|
Maas, Stefan
|
|
2012
|
34 |
C |
p. 483-494
12 p.
|
artikel
|
| 17 |
Damage assessment of concrete structures through dynamic testing methods. Part 1 – Laboratory tests
|
Maas, Stefan
|
|
2012
|
34 |
C |
p. 351-362
12 p.
|
artikel
|
| 18 |
Design aids for simplified nonlinear soil–structure interaction analyses
|
Smith-Pardo, J. Paul
|
|
2012
|
34 |
C |
p. 572-580
9 p.
|
artikel
|
| 19 |
Design of planar steel frames using Teaching–Learning Based Optimization
|
Toğan, Vedat
|
|
2012
|
34 |
C |
p. 225-232
8 p.
|
artikel
|
| 20 |
Dynamic collapse test on eccentric reinforced concrete structures with and without seismic retrofit
|
Kim, Yousok
|
|
2012
|
34 |
C |
p. 95-110
16 p.
|
artikel
|
| 21 |
Dynamic response control of multi-story structures by isolators with multiple plane sliding surfaces: A parametric study
|
Fakhouri, Muhannad Y.
|
|
2012
|
34 |
C |
p. 81-94
14 p.
|
artikel
|
| 22 |
Editorial Board
|
|
|
2012
|
34 |
C |
p. IFC-
1 p.
|
artikel
|
| 23 |
Fatigue behavior of welded coverplates treated with Ultrasonic Impact Treatment and bolting
|
Vilhauer, Brian
|
|
2012
|
34 |
C |
p. 163-172
10 p.
|
artikel
|
| 24 |
Field testing and analysis of aluminum highway sign trusses
|
Rice, Jennifer A.
|
|
2012
|
34 |
C |
p. 173-186
14 p.
|
artikel
|
| 25 |
Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section
|
Akiyama, Mitsuyoshi
|
|
2012
|
34 |
C |
p. 259-270
12 p.
|
artikel
|
| 26 |
Horizontally curved steel bridge seismic vulnerability assessment
|
Seo, Junwon
|
|
2012
|
34 |
C |
p. 21-32
12 p.
|
artikel
|
| 27 |
Improvement of dynamic performances of suspension footbridges by modifying the hanger systems
|
Faridani, Hadi Moghadasi
|
|
2012
|
34 |
C |
p. 52-68
17 p.
|
artikel
|
| 28 |
Inelastic buckling design of monosymmetric I-beams
|
Trahair, Nicholas. S.
|
|
2012
|
34 |
C |
p. 564-571
8 p.
|
artikel
|
| 29 |
Inelastic buckling load of a locally weakened reinforced concrete column
|
Krauberger, N.
|
|
2012
|
34 |
C |
p. 278-288
11 p.
|
artikel
|
| 30 |
Inelastic parameter estimates for regular steel moment-resisting frames
|
Black, E.F.
|
|
2012
|
34 |
C |
p. 33-39
7 p.
|
artikel
|
| 31 |
Influence of steel reinforcements on the behavior of compressed high strength R.C. circular columns
|
Campione, G.
|
|
2012
|
34 |
C |
p. 371-382
12 p.
|
artikel
|
| 32 |
Lateral-torsional buckling of vertically layered composite beams with interlayer slip under uniform moment
|
Challamel, Noël
|
|
2012
|
34 |
C |
p. 505-513
9 p.
|
artikel
|
| 33 |
Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing
|
Zhu, Songye
|
|
2012
|
34 |
C |
p. 198-212
15 p.
|
artikel
|
| 34 |
Long anchorage bond–slip formulation for modeling of r.c. elements and joints
|
Mazzarolo, Enrico
|
|
2012
|
34 |
C |
p. 330-341
12 p.
|
artikel
|
| 35 |
Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections
|
Aristizabal-Ochoa, J. Darío
|
|
2012
|
34 |
C |
p. 289-302
14 p.
|
artikel
|
| 36 |
Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connection
|
Elsawaf, S.
|
|
2012
|
34 |
C |
p. 132-146
15 p.
|
artikel
|
| 37 |
Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force
|
Aminbaghai, M.
|
|
2012
|
34 |
C |
p. 314-329
16 p.
|
artikel
|
| 38 |
New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration
|
Kong, X.
|
|
2012
|
34 |
C |
p. 421-435
15 p.
|
artikel
|
| 39 |
Numerical pathologies in snap-through simulations
|
Chandra, Yenny
|
|
2012
|
34 |
C |
p. 495-504
10 p.
|
artikel
|
| 40 |
Out-of-plane seismic behavior and CFRP retrofitting of RC frames infilled with brick walls
|
Chen, Wei-Wen
|
|
2012
|
34 |
C |
p. 213-224
12 p.
|
artikel
|
| 41 |
Parametric analyses on the initial stiffness of the SHS column base plate connections using FEM
|
Khodaie, S.
|
|
2012
|
34 |
C |
p. 363-370
8 p.
|
artikel
|
| 42 |
Parametric study of bonded steel–concrete composite beams by using finite element analysis
|
Luo, Yangjun
|
|
2012
|
34 |
C |
p. 40-51
12 p.
|
artikel
|
| 43 |
Parametric study of using only static response in structural damage detection
|
Abdo, Mohamed Abdel-Basset
|
|
2012
|
34 |
C |
p. 124-131
8 p.
|
artikel
|
| 44 |
Probabilistic seismic performance assessment of code-compliant multi-story RC buildings
|
Jeong, Seong-Hoon
|
|
2012
|
34 |
C |
p. 527-537
11 p.
|
artikel
|
| 45 |
Progressive collapse analysis of steel structures under fire conditions
|
Sun, Ruirui
|
|
2012
|
34 |
C |
p. 400-413
14 p.
|
artikel
|
| 46 |
Repairing wood beams under bending using carbon–epoxy composites
|
Dourado, N.
|
|
2012
|
34 |
C |
p. 342-350
9 p.
|
artikel
|
| 47 |
Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management
|
Rainieri, C.
|
|
2012
|
34 |
C |
p. 436-446
11 p.
|
artikel
|
| 48 |
Seismic analysis of sheathing-braced cold-formed steel structures
|
Fiorino, Luigi
|
|
2012
|
34 |
C |
p. 538-547
10 p.
|
artikel
|
| 49 |
Seismic assessment of a long-span arch bridge considering the variation in axial forces induced by earthquakes
|
Álvarez, J.J.
|
|
2012
|
34 |
C |
p. 69-80
12 p.
|
artikel
|
| 50 |
Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar
|
Alam, M. Shahria
|
|
2012
|
34 |
C |
p. 8-20
13 p.
|
artikel
|
| 51 |
Seismic performance of buildings with thin RC bearing walls
|
Gonzales, H.
|
|
2012
|
34 |
C |
p. 244-258
15 p.
|
artikel
|
| 52 |
Shear-strength degradation model for RC columns subjected to cyclic loading
|
Park, Hong-Gun
|
|
2012
|
34 |
C |
p. 187-197
11 p.
|
artikel
|
| 53 |
Static equilibrium configurations and appropriate applied top tension of extensible marine riser with specified total arc-length using finite element method
|
Athisakul, Chainarong
|
|
2012
|
34 |
C |
p. 271-277
7 p.
|
artikel
|
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