| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accidental eccentricities, frame shear forces and ductility demands of buildings with uncertainties of stiffness and live load
|
De-la-Colina, Jaime
|
|
2016
|
124 |
C |
p. 113-127
15 p.
|
artikel
|
| 2 |
A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response and 3D modelling
|
Versteijlen, W.G.
|
|
2016
|
124 |
C |
p. 221-236
16 p.
|
artikel
|
| 3 |
An efficient approach to the evaluation of wind effects on structures based on recorded pressure fields
|
Patruno, L.
|
|
2016
|
124 |
C |
p. 207-220
14 p.
|
artikel
|
| 4 |
A nonlinear quadrilateral layered membrane element with drilling degrees of freedom for the modeling of reinforced concrete walls
|
Rojas, F.
|
|
2016
|
124 |
C |
p. 521-538
18 p.
|
artikel
|
| 5 |
Behavior and design of slender circular tubed-reinforced-concrete columns subjected to eccentric compression
|
Zhou, Xuhong
|
|
2016
|
124 |
C |
p. 17-28
12 p.
|
artikel
|
| 6 |
Deck–tower interaction in the transverse seismic response of cable-stayed bridges and optimum configurations
|
Camara, A.
|
|
2016
|
124 |
C |
p. 494-506
13 p.
|
artikel
|
| 7 |
Deformation capacity of non-conforming r.c. columns under compressive axial load and biaxial bending
|
Del Zoppo, Marta
|
|
2016
|
124 |
C |
p. 480-493
14 p.
|
artikel
|
| 8 |
Developing a new hysteretic type seismic damper (BRRP) for steel bridges
|
Yamazaki, Shinsuke
|
|
2016
|
124 |
C |
p. 286-301
16 p.
|
artikel
|
| 9 |
Development of fragility curves for localised pull-through failures of thin steel roof battens
|
Sivapathasundaram, Mayooran
|
|
2016
|
124 |
C |
p. 64-84
21 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2016
|
124 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Effectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakes
|
Elias, Said
|
|
2016
|
124 |
C |
p. 1-16
16 p.
|
artikel
|
| 12 |
Effective stress-strain relationships for analysis of noncompact and slender filled composite (CFT) members
|
Lai, Zhichao
|
|
2016
|
124 |
C |
p. 457-472
16 p.
|
artikel
|
| 13 |
Effect of arrangement of tensile reinforcement on flexural stiffness and cracking
|
Gribniak, Viktor
|
|
2016
|
124 |
C |
p. 418-428
11 p.
|
artikel
|
| 14 |
Effect of thermal induced flexural strain cycles on the low cycle fatigue performance of integral bridge steel H-piles
|
Karalar, Memduh
|
|
2016
|
124 |
C |
p. 388-404
17 p.
|
artikel
|
| 15 |
Exact matching at a joint of multiply-connected box beams under out-of-plane bending and torsion
|
Choi, Soomin
|
|
2016
|
124 |
C |
p. 96-112
17 p.
|
artikel
|
| 16 |
Finite element modeling of the composite action between hollowcore slabs and the topping concrete
|
Adawi, Aiham
|
|
2016
|
124 |
C |
p. 302-315
14 p.
|
artikel
|
| 17 |
High strength steel in chevron concentrically braced frames designed according to Eurocode 8
|
Tenchini, Andre
|
|
2016
|
124 |
C |
p. 167-185
19 p.
|
artikel
|
| 18 |
Improvement of the model proposed by Menegotto and Pinto for steel
|
Bosco, M.
|
|
2016
|
124 |
C |
p. 442-456
15 p.
|
artikel
|
| 19 |
Influence of adjusted models of plastic hinges in nonlinear behaviour of reinforced concrete buildings
|
López-López, Andrés
|
|
2016
|
124 |
C |
p. 245-257
13 p.
|
artikel
|
| 20 |
Influences of the volume fraction and shape of steel fibers on fiber-reinforced concrete subjected to dynamic loading – A review
|
Soufeiani, Leila
|
|
2016
|
124 |
C |
p. 405-417
13 p.
|
artikel
|
| 21 |
Integrated analysis of kinematic form active structures for architectural applications: Design of a representative case study
|
Puystiens, Silke
|
|
2016
|
124 |
C |
p. 376-387
12 p.
|
artikel
|
| 22 |
Mechanical behavior and size effect of moderate high-strength RC columns under monotonic and cyclic axial compression
|
Jin, Liu
|
|
2016
|
124 |
C |
p. 269-285
17 p.
|
artikel
|
| 23 |
Mesoscale partitioned analysis of brick-masonry arches
|
Zhang, Yanyang
|
|
2016
|
124 |
C |
p. 142-166
25 p.
|
artikel
|
| 24 |
Modelling the influence of the fibre structure on the structural behaviour of flowable fibre-reinforced concrete
|
Sarmiento, E.V.
|
|
2016
|
124 |
C |
p. 186-195
10 p.
|
artikel
|
| 25 |
Model reduction and optimal parameters of mid-story isolation systems
|
Zhou, Q.
|
|
2016
|
124 |
C |
p. 36-48
13 p.
|
artikel
|
| 26 |
Numerical study on reducing building vibrations by foundation improvement
|
Persson, P.
|
|
2016
|
124 |
C |
p. 361-375
15 p.
|
artikel
|
| 27 |
Rational finite element assisted design of precast steel fibre reinforced concrete pipes
|
Mohamed, Nedal
|
|
2016
|
124 |
C |
p. 196-206
11 p.
|
artikel
|
| 28 |
Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: A pilot experimental study
|
Yang, Wei
|
|
2016
|
124 |
C |
p. 49-63
15 p.
|
artikel
|
| 29 |
Seismic design of bridge columns incorporating mechanical bar splices in plastic hinge regions
|
Tazarv, Mostafa
|
|
2016
|
124 |
C |
p. 507-520
14 p.
|
artikel
|
| 30 |
Semi-implicit finite strain constitutive integration and mixed strain/stress control based on intermediate configurations
|
Areias, P.
|
|
2016
|
124 |
C |
p. 344-360
17 p.
|
artikel
|
| 31 |
Slenderness effects in thin-walled I-section struts susceptible to local–global mode interaction
|
Bai, Li
|
|
2016
|
124 |
C |
p. 128-141
14 p.
|
artikel
|
| 32 |
Some remarks on the interaction of long-term effects in deflections of RC members
|
Zanuy, Carlos
|
|
2016
|
124 |
C |
p. 237-244
8 p.
|
artikel
|
| 33 |
Strengthening of non-conforming RC shear walls using different steel configurations
|
Christidis, Konstantinos I.
|
|
2016
|
124 |
C |
p. 258-268
11 p.
|
artikel
|
| 34 |
Strengthening system using post-tension tendon with an internal anchorage of concrete members
|
Mimoto, Tatsuhiko
|
|
2016
|
124 |
C |
p. 29-35
7 p.
|
artikel
|
| 35 |
Structural integrity of corroded girth welds in vintage steel pipelines
|
Hertelé, Stijn
|
|
2016
|
124 |
C |
p. 429-441
13 p.
|
artikel
|
| 36 |
Structural stability analysis of single-layer reticulated shells with stochastic imperfections
|
Liu, Huijuan
|
|
2016
|
124 |
C |
p. 473-479
7 p.
|
artikel
|
| 37 |
Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall
|
Pisani, Marco Andrea
|
|
2016
|
124 |
C |
p. 85-95
11 p.
|
artikel
|
| 38 |
Theoretical model of adhesively bonded single lap joints with functionally graded adherends
|
Guin, William E.
|
|
2016
|
124 |
C |
p. 316-332
17 p.
|
artikel
|
| 39 |
Topology optimization for simplified structural fire safety
|
Madsen, Søren
|
|
2016
|
124 |
C |
p. 333-343
11 p.
|
artikel
|
| 40 |
Wind tunnel tests of two free-standing lighting protection masts in different arrangements with surroundings roof objects and roof conditions
|
Flaga, Andrzej
|
|
2016
|
124 |
C |
p. 539-548
10 p.
|
artikel
|
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