| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Bayesian inference framework for predicting the long-term deflection of concrete structures caused by creep and shrinkage
|
Han, Bing
|
|
2017
|
142 |
C |
p. 46-55
10 p.
|
artikel
|
| 2 |
A novel reliability technique for implementation of Performance-Based Seismic Design of structures
|
Gaxiola-Camacho, J. Ramon
|
|
2017
|
142 |
C |
p. 137-147
11 p.
|
artikel
|
| 3 |
Dynamic effects in the response of offshore wind turbines supported by jackets under wave loading
|
Wei, Kai
|
|
2017
|
142 |
C |
p. 36-45
10 p.
|
artikel
|
| 4 |
Editorial Board
|
|
|
2017
|
142 |
C |
p. IFC-
1 p.
|
artikel
|
| 5 |
Effectiveness of different bracing systems to prevent exterior girder rotation during bridge deck construction
|
Ashiquzzaman, Md
|
|
2017
|
142 |
C |
p. 272-289
18 p.
|
artikel
|
| 6 |
Effect of temperature induced bond degradation on fire response of reinforced concrete beams
|
Kodur, V.K.R.
|
|
2017
|
142 |
C |
p. 98-109
12 p.
|
artikel
|
| 7 |
Effects of cross section size and transverse rebar on the behavior of short squared RC columns under axial compression
|
Jin, Liu
|
|
2017
|
142 |
C |
p. 223-239
17 p.
|
artikel
|
| 8 |
Effects of transverse reinforcement spacing on the response of reinforced concrete columns subjected to blast loading
|
Kyei, Conrad
|
|
2017
|
142 |
C |
p. 148-164
17 p.
|
artikel
|
| 9 |
Experimental and numerical study on global buckling of Q460GJ steel box columns under eccentric compression
|
Nie, Shi-Dong
|
|
2017
|
142 |
C |
p. 211-222
12 p.
|
artikel
|
| 10 |
Fast assessing spalling risk of tunnel linings under RABT fire: From a coupled thermo-hydro-chemo-mechanical model towards an estimation method
|
Zhang, Yiming
|
|
2017
|
142 |
C |
p. 1-19
19 p.
|
artikel
|
| 11 |
Fire performance of reinforced concrete frames using sectional analysis
|
El-Fitiany, S.F.
|
|
2017
|
142 |
C |
p. 165-181
17 p.
|
artikel
|
| 12 |
Modeling of interior beam-column joints for nonlinear analysis of reinforced concrete frames
|
Pan, Zhangcheng
|
|
2017
|
142 |
C |
p. 182-191
10 p.
|
artikel
|
| 13 |
Numerical modelling and parametric assessment of hybrid flat slabs with steel shear heads
|
Bompa, D.V.
|
|
2017
|
142 |
C |
p. 67-83
17 p.
|
artikel
|
| 14 |
Probabilistic life-cycle cost-benefit analysis of portfolios of buildings under flood hazard
|
Dong, You
|
|
2017
|
142 |
C |
p. 290-299
10 p.
|
artikel
|
| 15 |
Reliability of cold-formed steel framed shear walls as impacted by variability in fastener response
|
Bian, G.
|
|
2017
|
142 |
C |
p. 84-97
14 p.
|
artikel
|
| 16 |
Rotational components of near-fault earthquakes effects on triple concave friction pendulum base-isolated asymmetric structures
|
Tajammolian, H.
|
|
2017
|
142 |
C |
p. 110-127
18 p.
|
artikel
|
| 17 |
Safety factor assessment of a tunnel face reinforced by horizontal dowels
|
Pan, Qiujing
|
|
2017
|
142 |
C |
p. 56-66
11 p.
|
artikel
|
| 18 |
Shear behaviour of prestressed precast SFRC girders
|
Soetens, T.
|
|
2017
|
142 |
C |
p. 20-35
16 p.
|
artikel
|
| 19 |
Simplified approach to predict the flexural strength of self-centering masonry walls
|
Hassanli, Reza
|
|
2017
|
142 |
C |
p. 255-271
17 p.
|
artikel
|
| 20 |
Topological design of structures under dynamic periodic loads
|
Liu, Baoshou
|
|
2017
|
142 |
C |
p. 128-136
9 p.
|
artikel
|
| 21 |
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures
|
Bernagozzi, Giacomo
|
|
2017
|
142 |
C |
p. 192-210
19 p.
|
artikel
|
| 22 |
Whole-process crack width prediction of reinforced concrete structures considering bonding deterioration
|
Xu, Li-Yan
|
|
2017
|
142 |
C |
p. 240-254
15 p.
|
artikel
|
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