| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 3D absolute nodal coordinate finite element model to compute the initial configuration of a railway catenary
|
Tur, M.
|
|
2014
|
71 |
C |
p. 234-243
10 p.
|
artikel
|
| 2 |
A generic time domain implementation scheme for non-classical convolution damping models
|
Puthanpurayil, Arun M.
|
|
2014
|
71 |
C |
p. 88-98
11 p.
|
artikel
|
| 3 |
Analysis and mitigation of seismic pounding of a slender R/C bell tower
|
Pratesi, Fabio
|
|
2014
|
71 |
C |
p. 23-34
12 p.
|
artikel
|
| 4 |
A new elasto-plastic material model for coated fabric
|
Dinh, T.D.
|
|
2014
|
71 |
C |
p. 222-233
12 p.
|
artikel
|
| 5 |
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers
|
Landi, Luca
|
|
2014
|
71 |
C |
p. 137-149
13 p.
|
artikel
|
| 6 |
A statistical analysis of the dynamic response of a railway viaduct
|
Jesus, André H.
|
|
2014
|
71 |
C |
p. 244-259
16 p.
|
artikel
|
| 7 |
A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperature
|
Yu, Min
|
|
2014
|
71 |
C |
p. 12-22
11 p.
|
artikel
|
| 8 |
Cm -factor for RC slender columns under unequal eccentricities and skew angle loads at the ends
|
Leite, Luiz C.
|
|
2014
|
71 |
C |
p. 73-87
15 p.
|
artikel
|
| 9 |
Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts
|
Zhang, W.
|
|
2014
|
71 |
C |
p. 128-136
9 p.
|
artikel
|
| 10 |
Direct performance-based design with 200kN MR dampers using multi-objective cost effective optimization for steel MRFs
|
Cha, Young-Jin
|
|
2014
|
71 |
C |
p. 60-72
13 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2014
|
71 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Foundation and overall structure designs of continuous spread footings along with soil spatial variability and geological anomaly
|
Imanzadeh, S.
|
|
2014
|
71 |
C |
p. 212-221
10 p.
|
artikel
|
| 13 |
Geometrical patterns for diagrid buildings: Exploring alternative design strategies from the structural point of view
|
Montuori, Giovanni Maria
|
|
2014
|
71 |
C |
p. 112-127
16 p.
|
artikel
|
| 14 |
New composite beams having cold-formed steel joists and concrete slab
|
Hsu, Cheng-Tzu Thomas
|
|
2014
|
71 |
C |
p. 187-200
14 p.
|
artikel
|
| 15 |
Novel sandwich panel with metallic millitube grid stiffened polymer core for impact mitigation
|
Ji, Gefu
|
|
2014
|
71 |
C |
p. 178-186
9 p.
|
artikel
|
| 16 |
Prediction of inelastic response periods of buildings based on intensity measures and analytical model parameters
|
Katsanos, E.I.
|
|
2014
|
71 |
C |
p. 161-177
17 p.
|
artikel
|
| 17 |
Probabilistic model for steel–concrete bond behavior in bridge columns affected by alkali silica reactions
|
Huang, Qindan
|
|
2014
|
71 |
C |
p. 1-11
11 p.
|
artikel
|
| 18 |
Probabilistic safety assessment of a short span high-speed railway bridge
|
Rocha, J.M.
|
|
2014
|
71 |
C |
p. 99-111
13 p.
|
artikel
|
| 19 |
Quasi-static cyclic tests of two mixed reinforced concrete–unreinforced masonry wall structures
|
Paparo, Alessandro
|
|
2014
|
71 |
C |
p. 201-211
11 p.
|
artikel
|
| 20 |
Residual stress distribution of large steel equal leg angles
|
Može, Primož
|
|
2014
|
71 |
C |
p. 35-47
13 p.
|
artikel
|
| 21 |
Seismic vulnerability of skew bridges under bi-directional ground motions
|
Deepu, S.P.
|
|
2014
|
71 |
C |
p. 150-160
11 p.
|
artikel
|
| 22 |
Shear behaviour of non-prismatic steel reinforced concrete beams
|
Orr, John J.
|
|
2014
|
71 |
C |
p. 48-59
12 p.
|
artikel
|
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