| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An efficient exponential predictor-corrector time integration method for structures with local nonlinearity
|
Yaghoubi, Vahid
|
|
2016
|
128 |
C |
p. 344-361
18 p.
|
artikel
|
| 2 |
An equivalent boundary model for effects of adjacent spans on wind reliability of wood utility poles in overhead distribution lines
|
Mohammadi Darestani, Yousef
|
|
2016
|
128 |
C |
p. 441-452
12 p.
|
artikel
|
| 3 |
An interfacial layer element for finite element analysis of arch dams
|
Luo, Danni
|
|
2016
|
128 |
C |
p. 400-414
15 p.
|
artikel
|
| 4 |
Assessment of international standard provisions on stiffness of reinforced concrete moment frame and shear wall buildings
|
Kwon, Jinhan
|
|
2016
|
128 |
C |
p. 149-160
12 p.
|
artikel
|
| 5 |
A variance reduction technique for long-term fatigue analysis of offshore structures using Monte Carlo simulation
|
Low, Ying Min
|
|
2016
|
128 |
C |
p. 283-295
13 p.
|
artikel
|
| 6 |
Buffeting response of a suspension bridge in complex terrain
|
Cheynet, Etienne
|
|
2016
|
128 |
C |
p. 474-487
14 p.
|
artikel
|
| 7 |
Concrete softening effects on the axial capacity of RC jacketed circular columns
|
Minafò, Giovanni
|
|
2016
|
128 |
C |
p. 215-224
10 p.
|
artikel
|
| 8 |
Damage detection in a post tensioned concrete beam – Experimental investigation
|
Limongelli, M.P.
|
|
2016
|
128 |
C |
p. 15-25
11 p.
|
artikel
|
| 9 |
Damage growth detection in steel plates: Numerical and experimental studies
|
Alavi, Amir H.
|
|
2016
|
128 |
C |
p. 124-138
15 p.
|
artikel
|
| 10 |
Double-leaf masonry walls under in-plane loading strengthened with GFRP/SRG strips
|
Capozucca, R.
|
|
2016
|
128 |
C |
p. 453-473
21 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2016
|
128 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Eduardo Torroja’s CASA factory roof: An unbuilt Structural Art masterpiece
|
Oliver, Marina
|
|
2016
|
128 |
C |
p. 82-95
14 p.
|
artikel
|
| 13 |
End concrete cover separation in RC structures strengthened in flexure with NSM FRP: Analytical design approach
|
Rezazadeh, Mohammadali
|
|
2016
|
128 |
C |
p. 415-427
13 p.
|
artikel
|
| 14 |
Experimental study of a rehabilitation solution that uses GFRP bars to replace the steel bars of reinforced concrete beams
|
Escórcio, Patrícia
|
|
2016
|
128 |
C |
p. 166-183
18 p.
|
artikel
|
| 15 |
Experimental study on the fire behaviour of reinforced concrete slabs under combined uni-axial in-plane and out-of-plane loads
|
Wang, Yong
|
|
2016
|
128 |
C |
p. 316-332
17 p.
|
artikel
|
| 16 |
Fragility analysis of roof damage to industrial buildings subject to extreme wind loading in non-cyclonic regions
|
Stewart, Mark G.
|
|
2016
|
128 |
C |
p. 333-343
11 p.
|
artikel
|
| 17 |
Full scale flexural test of jointed concrete members strengthened with post-tension tendons with internal anchorage
|
Mimoto, Tatsuhiko
|
|
2016
|
128 |
C |
p. 139-148
10 p.
|
artikel
|
| 18 |
Incorporating local environmental factors into railway bridge asset management
|
Yianni, Panayioti C.
|
|
2016
|
128 |
C |
p. 362-373
12 p.
|
artikel
|
| 19 |
Influence of spatial variation of ground motions on dynamic responses of supporting towers of overhead electricity transmission systems: An experimental study
|
Tian, Li
|
|
2016
|
128 |
C |
p. 67-81
15 p.
|
artikel
|
| 20 |
Mechanical behavior of lattice steel reinforced concrete inner frame with irregular section columns under cyclic reversed loading
|
Xue, Jianyang
|
|
2016
|
128 |
C |
p. 225-236
12 p.
|
artikel
|
| 21 |
Mechano-electrochemical modelling of corroded steel structures
|
Wang, Y.
|
|
2016
|
128 |
C |
p. 1-14
14 p.
|
artikel
|
| 22 |
Modeling of the structural behavior of multilayer laminated glass beams: Flexural and torsional stiffness and lateral-torsional buckling
|
Machado-e-Costa, Miguel
|
|
2016
|
128 |
C |
p. 265-282
18 p.
|
artikel
|
| 23 |
Modified axial-shear-flexure interaction approaches for uncorroded and corroded reinforced concrete beams
|
Ou, Yu-Chen
|
|
2016
|
128 |
C |
p. 44-54
11 p.
|
artikel
|
| 24 |
Numerical simulation on dynamic behavior of reinforced concrete beam with initial cracks subjected to air blast loading
|
Qu, Yandong
|
|
2016
|
128 |
C |
p. 96-110
15 p.
|
artikel
|
| 25 |
Preliminary and time-efficient vulnerability assessment of structural columns subjected to blast loading
|
Rutner, Marcus P.
|
|
2016
|
128 |
C |
p. 55-66
12 p.
|
artikel
|
| 26 |
Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns
|
Albero, V.
|
|
2016
|
128 |
C |
p. 237-255
19 p.
|
artikel
|
| 27 |
Ruytenschildt Bridge: Field and laboratory testing
|
Lantsoght, Eva O.L.
|
|
2016
|
128 |
C |
p. 111-123
13 p.
|
artikel
|
| 28 |
Seismic control design for slip hysteretic timber structures based on tuning the equivalent stiffness
|
Pu, Wuchuan
|
|
2016
|
128 |
C |
p. 199-214
16 p.
|
artikel
|
| 29 |
Seismic fragility analysis of concrete dams: A state-of-the-art review
|
Hariri-Ardebili, Mohammad Amin
|
|
2016
|
128 |
C |
p. 374-399
26 p.
|
artikel
|
| 30 |
Shear capacity of steel fibre reinforced concrete coupling beams using conventional reinforcements
|
Cai, Gaochuang
|
|
2016
|
128 |
C |
p. 428-440
13 p.
|
artikel
|
| 31 |
Simplified method for predicting the deflections of composite box girders
|
Cheng, Jin
|
|
2016
|
128 |
C |
p. 256-264
9 p.
|
artikel
|
| 32 |
Strategies for numerical modeling the behavior of RC beams strengthened in shear using the ETS technique
|
Breveglieri, M.
|
|
2016
|
128 |
C |
p. 296-315
20 p.
|
artikel
|
| 33 |
The enhanced performance of CFST beams using different strengthening schemes involving unidirectional CFRP sheets: An experimental study
|
Al Zand, Ahmed W.
|
|
2016
|
128 |
C |
p. 184-198
15 p.
|
artikel
|
| 34 |
Tornado fragility and risk assessment of an archetype masonry school building
|
Masoomi, Hassan
|
|
2016
|
128 |
C |
p. 26-43
18 p.
|
artikel
|
| 35 |
Torsion equations for lateral buckling
|
Trahair, Nicholas
|
|
2016
|
128 |
C |
p. 161-165
5 p.
|
artikel
|
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