| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Bayesian approach based on a Markov-chain Monte Carlo method for damage detection under unknown sources of variability
|
Figueiredo, Eloi
|
|
2014
|
80 |
C |
p. 1-10
10 p.
|
artikel
|
| 2 |
A higher order steel–concrete composite beam model
|
Gara, Fabrizio
|
|
2014
|
80 |
C |
p. 260-273
14 p.
|
artikel
|
| 3 |
Analysis of cylindrical sandwich structures with weak orthotropic core under patch loading
|
El Mir, Charles
|
|
2014
|
80 |
C |
p. 89-97
9 p.
|
artikel
|
| 4 |
A new simulation algorithm of multivariate short-term stochastic wind velocity field based on inverse fast Fourier transform
|
Chen, Ning
|
|
2014
|
80 |
C |
p. 251-259
9 p.
|
artikel
|
| 5 |
A reduced model for the design of glass structures subjected to dynamic impulse load
|
Fröling, M.
|
|
2014
|
80 |
C |
p. 53-60
8 p.
|
artikel
|
| 6 |
A review of automatic time-stepping strategies on numerical time integration for structural dynamics analysis
|
Rossi, Diogo Folador
|
|
2014
|
80 |
C |
p. 118-136
19 p.
|
artikel
|
| 7 |
Assessment of methods for extreme value analysis of non-Gaussian wind effects with short-term time history samples
|
Ding, Jie
|
|
2014
|
80 |
C |
p. 75-88
14 p.
|
artikel
|
| 8 |
Behavior of scoured bridge piers subjected to flood-induced loads
|
Hung, Chung-Chan
|
|
2014
|
80 |
C |
p. 241-250
10 p.
|
artikel
|
| 9 |
Corrigendum to “Foundation settlement analysis of Fort Sumter National Monument: Model development and predictive assessment” [Eng. Struct. 65 (2014) 1–12]
|
Prabhu, Saurabh
|
|
2014
|
80 |
C |
p. 521-
1 p.
|
artikel
|
| 10 |
Deformation-based design of aluminium alloy beams
|
Su, Mei-Ni
|
|
2014
|
80 |
C |
p. 339-349
11 p.
|
artikel
|
| 11 |
Dynamic load mitigation using negative effective mass structures
|
Manimala, James M.
|
|
2014
|
80 |
C |
p. 458-468
11 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2014
|
80 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Effective breadth/web concept for elastic coupled buckling analysis in flat-bar stiffened plates
|
Rahbar-Ranji, Ahmad
|
|
2014
|
80 |
C |
p. 316-322
7 p.
|
artikel
|
| 14 |
Effect of punching shear on load–deformation behavior of flat slabs
|
Koppitz, Robert
|
|
2014
|
80 |
C |
p. 444-457
14 p.
|
artikel
|
| 15 |
Evaluation of the contribution of boundary and initial conditions in the chemo-thermal analysis of a massive concrete structure
|
Honorio, Tulio
|
|
2014
|
80 |
C |
p. 173-188
16 p.
|
artikel
|
| 16 |
Experimental investigation on nonlinear dynamic response of concrete gravity dam-reservoir system
|
Mridha, Subrata
|
|
2014
|
80 |
C |
p. 289-297
9 p.
|
artikel
|
| 17 |
Fire behavior of concrete T-beams strengthened with near-surface mounted FRP reinforcement
|
Yu, B.
|
|
2014
|
80 |
C |
p. 350-361
12 p.
|
artikel
|
| 18 |
High accuracy measurement of deflections of an electricity transmission line tower
|
Moschas, Fanis
|
|
2014
|
80 |
C |
p. 418-425
8 p.
|
artikel
|
| 19 |
Inelastic torsional seismic response of nominally symmetric reinforced concrete frame structures: Shaking table tests
|
Benavent-Climent, A.
|
|
2014
|
80 |
C |
p. 109-117
9 p.
|
artikel
|
| 20 |
Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading
|
Illampas, Rogiros
|
|
2014
|
80 |
C |
p. 362-376
15 p.
|
artikel
|
| 21 |
Methodologies for predicting natural frequency variation of a suspension bridge
|
Laory, Irwanda
|
|
2014
|
80 |
C |
p. 211-221
11 p.
|
artikel
|
| 22 |
Modeling of high temperature creep in ASTM A992 structural steels
|
Cowan, Maria
|
|
2014
|
80 |
C |
p. 426-434
9 p.
|
artikel
|
| 23 |
Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan
|
Mazza, Fabio
|
|
2014
|
80 |
C |
p. 98-108
11 p.
|
artikel
|
| 24 |
Moment redistribution in RC beams – A study of the influence of longitudinal and transverse reinforcement ratios and concrete strength
|
Bagge, Niklas
|
|
2014
|
80 |
C |
p. 11-23
13 p.
|
artikel
|
| 25 |
Non-linear analysis of Eduardo Torroja’s Frontón de Recoletos’ roof using a discrete reinforcement approach
|
Cabello, Adrián
|
|
2014
|
80 |
C |
p. 406-417
12 p.
|
artikel
|
| 26 |
Nonlinear bending of nanotube-reinforced composite cylindrical panels resting on elastic foundations in thermal environments
|
Shen, Hui-Shen
|
|
2014
|
80 |
C |
p. 163-172
10 p.
|
artikel
|
| 27 |
Numerical study on the performance of improved masonry-to-timber connections in traditional masonry buildings
|
Araújo, Ana S.
|
|
2014
|
80 |
C |
p. 501-513
13 p.
|
artikel
|
| 28 |
Optimal control-based methodology for active vibration control of pedestrian structures
|
Pereira, Emiliano
|
|
2014
|
80 |
C |
p. 153-162
10 p.
|
artikel
|
| 29 |
Optimal retrofit of moment resisting frames using braces accounting for geometric nonlinearity and serviceability conditions
|
Tangaramvong, S.
|
|
2014
|
80 |
C |
p. 189-199
11 p.
|
artikel
|
| 30 |
Plasticity based approach for failure modelling of unreinforced masonry
|
Kumar, Nitin
|
|
2014
|
80 |
C |
p. 40-52
13 p.
|
artikel
|
| 31 |
Retrofit of a soft-story woodframe building using SMA devices with full-scale hybrid test verification
|
Jennings, Elaina
|
|
2014
|
80 |
C |
p. 469-485
17 p.
|
artikel
|
| 32 |
Rocking isolation of nonductile moderately tall buildings subjected to bidirectional near-fault ground motions
|
Masaeli, Hamid
|
|
2014
|
80 |
C |
p. 298-315
18 p.
|
artikel
|
| 33 |
Safety analysis of modern heritage masonry buildings: Box-buildings in Recife, Brazil
|
Carvalho, Jenner
|
|
2014
|
80 |
C |
p. 222-240
19 p.
|
artikel
|
| 34 |
Seismic behavior of slender reinforced concrete walls
|
Hube, M.A.
|
|
2014
|
80 |
C |
p. 377-388
12 p.
|
artikel
|
| 35 |
Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams
|
Chen, Qing-Jun
|
|
2014
|
80 |
C |
p. 24-39
16 p.
|
artikel
|
| 36 |
Seismic performance-based assessment of “Gaioleiro” buildings
|
Simões, Ana
|
|
2014
|
80 |
C |
p. 486-500
15 p.
|
artikel
|
| 37 |
Sensitivity analysis of the seismic performance of existing masonry buildings
|
Mendes, Nuno
|
|
2014
|
80 |
C |
p. 137-146
10 p.
|
artikel
|
| 38 |
Sequential analysis coupled with optimized substructure technique modeled on 3D-frame construction process
|
Njomo, W.
|
|
2014
|
80 |
C |
p. 200-210
11 p.
|
artikel
|
| 39 |
Shear enhancement in RC beams with multiple point loads
|
Vollum, R.L.
|
|
2014
|
80 |
C |
p. 389-405
17 p.
|
artikel
|
| 40 |
Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – An experimental study
|
Chen, Zhiyong
|
|
2014
|
80 |
C |
p. 274-288
15 p.
|
artikel
|
| 41 |
Theoretical and experimental study on precast reinforced concrete wall panels subjected to shear force
|
Todut, C.
|
|
2014
|
80 |
C |
p. 323-338
16 p.
|
artikel
|
| 42 |
Timber beams loaded perpendicular to grain by multiple connections
|
Leijten, A.J.M.
|
|
2014
|
80 |
C |
p. 147-152
6 p.
|
artikel
|
| 43 |
Transition zones to railway bridges: Track measurements and numerical modelling
|
Paixão, André
|
|
2014
|
80 |
C |
p. 435-443
9 p.
|
artikel
|
| 44 |
Two-way slabs: Experimental investigation of load redistributions in steel fibre reinforced concrete
|
Fall, David
|
|
2014
|
80 |
C |
p. 61-74
14 p.
|
artikel
|
| 45 |
Vibration diagnostics of rolling bearings by novel nonlinear non-stationary wavelet bicoherence technology
|
Gelman, L.
|
|
2014
|
80 |
C |
p. 514-520
7 p.
|
artikel
|
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