| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A compression–tension concrete damage model, applied to a wind turbine reinforced concrete tower
|
Paredes, Jairo A.
|
|
2011
|
33 |
12 |
p. 3559-3569
11 p.
|
artikel
|
| 2 |
A computational and experimental investigation of three-dimensional micro-wedge indentation-induced interfacial delamination in a soft-film-on-hard-substrate system
|
Chen, L.
|
|
2011
|
33 |
12 |
p. 3269-3278
10 p.
|
artikel
|
| 3 |
Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers
|
Ozbulut, Osman E.
|
|
2011
|
33 |
12 |
p. 3143-3154
12 p.
|
artikel
|
| 4 |
Advanced design for trusses of steel and concrete-filled tubular sections
|
Fong, M.
|
|
2011
|
33 |
12 |
p. 3162-3171
10 p.
|
artikel
|
| 5 |
A meshfree model without shear-locking for free vibration analysis of first-order shear deformable plates
|
Bui, Tinh Quoc
|
|
2011
|
33 |
12 |
p. 3364-3380
17 p.
|
artikel
|
| 6 |
An algorithm to simulate the one-dimensional superelastic cyclic behavior of NiTi strings, for civil engineering applications
|
Branco, Miguel M.
|
|
2011
|
33 |
12 |
p. 3737-3747
11 p.
|
artikel
|
| 7 |
Analysis of hurricane wind loads on low-rise structures
|
Ben Ayed, S.
|
|
2011
|
33 |
12 |
p. 3590-3596
7 p.
|
artikel
|
| 8 |
An efficient methodology for robustness evaluation by advanced interval analysis using updated second-order Taylor series expansion
|
Fujita, Kohei
|
|
2011
|
33 |
12 |
p. 3299-3310
12 p.
|
artikel
|
| 9 |
A random field based technique for the efficiency enhancement of bridge network life-cycle analysis under uncertainty
|
Bocchini, Paolo
|
|
2011
|
33 |
12 |
p. 3208-3217
10 p.
|
artikel
|
| 10 |
A simple quantitative approach for post earthquake damage assessment of flexure dominant reinforced concrete bridges
|
Bassam, Asaollah
|
|
2011
|
33 |
12 |
p. 3218-3225
8 p.
|
artikel
|
| 11 |
A stochastic load model for pedestrian-induced lateral forces on footbridges
|
Ingólfsson, E.T.
|
|
2011
|
33 |
12 |
p. 3454-3470
17 p.
|
artikel
|
| 12 |
Blast and residual capacity analysis of reinforced concrete framed buildings
|
Jayasooriya, Ruwan
|
|
2011
|
33 |
12 |
p. 3483-3495
13 p.
|
artikel
|
| 13 |
Buckling of cylindrical shells with stepwise variable wall thickness under uniform external pressure
|
Chen, Lei
|
|
2011
|
33 |
12 |
p. 3570-3578
9 p.
|
artikel
|
| 14 |
Calendar
|
|
|
2011
|
33 |
12 |
p. I-
1 p.
|
artikel
|
| 15 |
Composite steel and concrete bridge trusses
|
Machacek, Josef
|
|
2011
|
33 |
12 |
p. 3136-3142
7 p.
|
artikel
|
| 16 |
Compressive behaviour of laminated structural glass members
|
Aiello, Salvatore
|
|
2011
|
33 |
12 |
p. 3402-3408
7 p.
|
artikel
|
| 17 |
Configuration optimization of clamping members of frame-supported membrane structures
|
Ohsaki, M.
|
|
2011
|
33 |
12 |
p. 3620-3627
8 p.
|
artikel
|
| 18 |
Corrigendum to “Modeling of masonry of infilled frames, Part I: The plastic concentrator” [Eng Struct 31 (2008) 113–118] and “Modeling of masonry of infilled frames, Part II: Cracking and damage” [Eng Struct 31 (2008) 119–124]
|
Puglisi, Mónica
|
|
2011
|
33 |
12 |
p. 3763-
1 p.
|
artikel
|
| 19 |
Damage due to heavy traffic on three RC road bridges
|
Pircher, Martin
|
|
2011
|
33 |
12 |
p. 3755-3761
7 p.
|
artikel
|
| 20 |
Design formulations for non-welded and welded aluminium columns using Continuous Strength Method
|
Ashraf, Mahmud
|
|
2011
|
33 |
12 |
p. 3197-3207
11 p.
|
artikel
|
| 21 |
Developing fragility curves based on neural network IDA predictions
|
Mitropoulou, Chara Ch.
|
|
2011
|
33 |
12 |
p. 3409-3421
13 p.
|
artikel
|
| 22 |
Development of passive viscoelastic damper to attenuate excessive floor vibrations
|
Saidi, I.
|
|
2011
|
33 |
12 |
p. 3317-3328
12 p.
|
artikel
|
| 23 |
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]
|
Viet, L.D.
|
|
2011
|
33 |
12 |
p. 3762-
1 p.
|
artikel
|
| 24 |
Editorial Board
|
|
|
2011
|
33 |
12 |
p. IFC-
1 p.
|
artikel
|
| 25 |
Effect of axial restraint on the performance of Elliptical Hollow Section steel columns, in hydrocarbon fire
|
Scullion, Tom
|
|
2011
|
33 |
12 |
p. 3155-3161
7 p.
|
artikel
|
| 26 |
Effect of openings and shear bolt pattern in seismic retrofit of reinforced concrete slab–column connections
|
Bu, Wensheng
|
|
2011
|
33 |
12 |
p. 3329-3340
12 p.
|
artikel
|
| 27 |
Enhancement of seismic performance of reinforced concrete columns with buckling-restrained reinforcement
|
Lukkunaprasit, P.
|
|
2011
|
33 |
12 |
p. 3311-3316
6 p.
|
artikel
|
| 28 |
Evaluation of coupled partial models in structural engineering using graph theory and sensitivity analysis
|
Keitel, Holger
|
|
2011
|
33 |
12 |
p. 3726-3736
11 p.
|
artikel
|
| 29 |
Evaluation of maximum seismic displacements of SDOF systems from their residual deformation
|
Hatzigeorgiou, George D.
|
|
2011
|
33 |
12 |
p. 3422-3431
10 p.
|
artikel
|
| 30 |
Experimental tests of slender reinforced concrete columns under combined axial load and lateral force
|
Barrera, A.C.
|
|
2011
|
33 |
12 |
p. 3676-3689
14 p.
|
artikel
|
| 31 |
Fatigue analysis of long-span suspension bridges under multiple loading: Case study
|
Chen, Z.W.
|
|
2011
|
33 |
12 |
p. 3246-3256
11 p.
|
artikel
|
| 32 |
First exploratory study on dynamic characteristics of rammed earth buildings
|
Bui, Q.-B.
|
|
2011
|
33 |
12 |
p. 3690-3695
6 p.
|
artikel
|
| 33 |
Free vibrations of non-uniform and axially functionally graded beams using Haar wavelets
|
Hein, H.
|
|
2011
|
33 |
12 |
p. 3696-3701
6 p.
|
artikel
|
| 34 |
Higher-order stiffness matrices in nonlinear finite element analysis of plane truss structures
|
Torkamani, Morteza A.M.
|
|
2011
|
33 |
12 |
p. 3516-3526
11 p.
|
artikel
|
| 35 |
Modeling in-plane and out-of-plane displacement fields in pull-off tests on FRP strips
|
Martinelli, Enzo
|
|
2011
|
33 |
12 |
p. 3715-3725
11 p.
|
artikel
|
| 36 |
Modeling of steel and concrete strains between primary cracks for the prediction of cover-controlled cracking in RC-beams
|
Castel, Arnaud
|
|
2011
|
33 |
12 |
p. 3668-3675
8 p.
|
artikel
|
| 37 |
Multi-axis treatment of typical light-frame wood roof-to-wall metal connectors in design
|
Shanmugam, Bagyalakshmi
|
|
2011
|
33 |
12 |
p. 3125-3135
11 p.
|
artikel
|
| 38 |
Numerical analysis of concrete block masonry beams under three point bending
|
Haach, Vladimir G.
|
|
2011
|
33 |
12 |
p. 3226-3237
12 p.
|
artikel
|
| 39 |
Numerical analysis of pultruded GFRP box girders supporting adhesively-bonded concrete deck in flexure
|
Kim, Yail J.
|
|
2011
|
33 |
12 |
p. 3527-3536
10 p.
|
artikel
|
| 40 |
Numerical and experimental study of hysteretic behavior of cylindrical friction dampers
|
Mirtaheri, Masoud
|
|
2011
|
33 |
12 |
p. 3647-3656
10 p.
|
artikel
|
| 41 |
Numerical investigations on the thermo-mechanical behavior of steel-to-timber joints exposed to fire
|
Audebert, M.
|
|
2011
|
33 |
12 |
p. 3257-3268
12 p.
|
artikel
|
| 42 |
Numerical simulation of the nonlinear bending response of fibre-reinforced cementitious matrix beams and comparison with experimental results
|
Georgiadi-Stefanidi, K.
|
|
2011
|
33 |
12 |
p. 3579-3589
11 p.
|
artikel
|
| 43 |
Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method
|
Dimitri, R.
|
|
2011
|
33 |
12 |
p. 3172-3188
17 p.
|
artikel
|
| 44 |
Optimal probabilistic design of seismic dampers for the protection of isolated bridges against near-fault seismic excitations
|
Taflanidis, Alexandros A.
|
|
2011
|
33 |
12 |
p. 3496-3508
13 p.
|
artikel
|
| 45 |
Parametric finite element investigation of the critical load capacity of elastomeric strip bearings
|
Warn, Gordon P.
|
|
2011
|
33 |
12 |
p. 3509-3515
7 p.
|
artikel
|
| 46 |
Random vibration of a train traversing a bridge subjected to traveling seismic waves
|
Zhang, Zhichao
|
|
2011
|
33 |
12 |
p. 3546-3558
13 p.
|
artikel
|
| 47 |
Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures
|
Dion, Cassandra
|
|
2011
|
33 |
12 |
p. 3351-3363
13 p.
|
artikel
|
| 48 |
Reliability analysis and inspection updating by stochastic response surface of fatigue cracks in mixed mode
|
Riahi, H.
|
|
2011
|
33 |
12 |
p. 3392-3401
10 p.
|
artikel
|
| 49 |
Response of pierced fixed corrugated steel roofing systems subjected to wind loads
|
Henderson, David J.
|
|
2011
|
33 |
12 |
p. 3290-3298
9 p.
|
artikel
|
| 50 |
Response of vibration-isolated object to ground motions with intense vertical accelerations
|
Araki, Yoshikazu
|
|
2011
|
33 |
12 |
p. 3610-3619
10 p.
|
artikel
|
| 51 |
Seismic analysis of an asymmetric fixed base and base-isolated high-rack steel structure
|
Kilar, Vojko
|
|
2011
|
33 |
12 |
p. 3471-3482
12 p.
|
artikel
|
| 52 |
Seismic effects of elevating bridges with steel pedestals in the southeastern United States
|
Bisadi, Vahid
|
|
2011
|
33 |
12 |
p. 3279-3289
11 p.
|
artikel
|
| 53 |
Shear and bending flexibility in closed-form moment solutions for continuous beams and bridge structures
|
Dowell, Robert K.
|
|
2011
|
33 |
12 |
p. 3238-3245
8 p.
|
artikel
|
| 54 |
Shear failure analysis on ultra-high performance concrete beams reinforced with high strength steel
|
Xia, Jun
|
|
2011
|
33 |
12 |
p. 3597-3609
13 p.
|
artikel
|
| 55 |
Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps
|
Bisby, L.A.
|
|
2011
|
33 |
12 |
p. 3381-3391
11 p.
|
artikel
|
| 56 |
Structural evaluation of castellated timber I -joists
|
Harte, A.M.
|
|
2011
|
33 |
12 |
p. 3748-3754
7 p.
|
artikel
|
| 57 |
The influence of separation distance on the performance of perforated plates as a blast wave shielding technique
|
Langdon, G.S.
|
|
2011
|
33 |
12 |
p. 3537-3545
9 p.
|
artikel
|
| 58 |
Theoretical and experimental modal analysis of the Guangzhou New TV Tower
|
Chen, W.H.
|
|
2011
|
33 |
12 |
p. 3628-3646
19 p.
|
artikel
|
| 59 |
Theoretical behavior of HSC sections under torsion
|
Bernardo, L.F.A.
|
|
2011
|
33 |
12 |
p. 3702-3714
13 p.
|
artikel
|
| 60 |
Thermo–hygro–mechanical modelling of self-induced stresses during the service life of RC structures
|
Azenha, Miguel
|
|
2011
|
33 |
12 |
p. 3442-3453
12 p.
|
artikel
|
| 61 |
Toward an economic design of reinforced concrete structures against progressive collapse
|
Salem, H.M.
|
|
2011
|
33 |
12 |
p. 3341-3350
10 p.
|
artikel
|
| 62 |
Two-dimensional computational framework of meso-scale rigid and line interface elements for masonry structures
|
Dolatshahi, Kiarash M.
|
|
2011
|
33 |
12 |
p. 3657-3667
11 p.
|
artikel
|
| 63 |
Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion
|
Juarez, C.A.
|
|
2011
|
33 |
12 |
p. 3189-3196
8 p.
|
artikel
|
| 64 |
Upper and lower bounds for structural design of RC members with ductile response
|
Carpinteri, A.
|
|
2011
|
33 |
12 |
p. 3432-3441
10 p.
|
artikel
|
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