| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis-oriented stress–strain models for FRP–confined concrete
|
Jiang, T.
|
|
2007
|
29 |
11 |
p. 2968-2986
19 p.
|
artikel
|
| 2 |
An uncertain structural optimization method based on nonlinear interval number programming and interval analysis method
|
Jiang, C.
|
|
2007
|
29 |
11 |
p. 3168-3177
10 p.
|
artikel
|
| 3 |
A parametric investigation of wind-induced cable fatigue
|
Cluni, Federico
|
|
2007
|
29 |
11 |
p. 3094-3105
12 p.
|
artikel
|
| 4 |
A proposal for an arch footbridge in Venice made of structural glass masonry
|
Royer-Carfagni, Gianni
|
|
2007
|
29 |
11 |
p. 3015-3025
11 p.
|
artikel
|
| 5 |
A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component
|
Ranzi, Gianluca
|
|
2007
|
29 |
11 |
p. 3026-3041
16 p.
|
artikel
|
| 6 |
Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses
|
Magliulo, Gennaro
|
|
2007
|
29 |
11 |
p. 2893-2900
8 p.
|
artikel
|
| 7 |
Cyclic loading test of friction-type reinforcing members upgrading wind-resistant performance of transmission towers
|
Park, Ji-Hun
|
|
2007
|
29 |
11 |
p. 3185-3196
12 p.
|
artikel
|
| 8 |
Damage detection using artificial neural network with consideration of uncertainties
|
Bakhary, Norhisham
|
|
2007
|
29 |
11 |
p. 2806-2815
10 p.
|
artikel
|
| 9 |
Detecting bridge dynamics with GPS and triaxial accelerometers
|
Meng, X.
|
|
2007
|
29 |
11 |
p. 3178-3184
7 p.
|
artikel
|
| 10 |
3D homogenized limit analysis of masonry buildings under horizontal loads
|
Milani, Gabriele
|
|
2007
|
29 |
11 |
p. 3134-3148
15 p.
|
artikel
|
| 11 |
Direct strut-and-tie model for single span and continuous deep beams
|
Zhang, Ning
|
|
2007
|
29 |
11 |
p. 2987-3001
15 p.
|
artikel
|
| 12 |
Earthquake induced pounding in friction varying base isolated buildings
|
Agarwal, V.K.
|
|
2007
|
29 |
11 |
p. 2825-2832
8 p.
|
artikel
|
| 13 |
Editorial Board
|
|
|
2007
|
29 |
11 |
p. IFC-
1 p.
|
artikel
|
| 14 |
Effect of fatigue degradation of the compression zone of concrete in reinforced concrete sections
|
Zanuy, Carlos
|
|
2007
|
29 |
11 |
p. 2908-2920
13 p.
|
artikel
|
| 15 |
Effects of traffic vibration on curing concrete stitch: Part II—cracking, debonding and strength reduction
|
Ng, P.L.
|
|
2007
|
29 |
11 |
p. 2881-2892
12 p.
|
artikel
|
| 16 |
Effects of traffic vibration on curing concrete stitch: Part I — test method and control program
|
Kwan, A.K.H.
|
|
2007
|
29 |
11 |
p. 2871-2880
10 p.
|
artikel
|
| 17 |
Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitation
|
Brownjohn, J.M.W.
|
|
2007
|
29 |
11 |
p. 2833-2843
11 p.
|
artikel
|
| 18 |
FEM modelling of a large piled raft for settlement control in weak rock
|
Chaudhary, M. Tariq Amin
|
|
2007
|
29 |
11 |
p. 2901-2907
7 p.
|
artikel
|
| 19 |
Finite element formulation of a composite double T-beam subjected to torsion
|
Lee, Yong-Hak
|
|
2007
|
29 |
11 |
p. 2935-2945
11 p.
|
artikel
|
| 20 |
Integrated analysis and design tool for the strut-and-tie method
|
Tjhin, Tjen N.
|
|
2007
|
29 |
11 |
p. 3042-3052
11 p.
|
artikel
|
| 21 |
Lower bound limit analysis of masonry bridges including arch–fill interaction
|
Cavicchi, Andrea
|
|
2007
|
29 |
11 |
p. 3002-3014
13 p.
|
artikel
|
| 22 |
Modeling the cyclic response of fiber reinforced concrete joints
|
Shannag, M. Jamal
|
|
2007
|
29 |
11 |
p. 2960-2967
8 p.
|
artikel
|
| 23 |
Numerical modelling of riveted railway bridge connections for fatigue evaluation
|
Imam, Boulent M.
|
|
2007
|
29 |
11 |
p. 3071-3081
11 p.
|
artikel
|
| 24 |
P – Δ effect of slender RC columns under seismic load
|
Kwak, Hyo-Gyoung
|
|
2007
|
29 |
11 |
p. 3121-3133
13 p.
|
artikel
|
| 25 |
2007 SEI and ASCE Structural Awards
|
|
|
2007
|
29 |
11 |
p. 2805-
1 p.
|
artikel
|
| 26 |
Seismic force modification factors for modified-Clough hysteretic model
|
Genshu, Tong
|
|
2007
|
29 |
11 |
p. 3053-3070
18 p.
|
artikel
|
| 27 |
Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior
|
Kim, Young-Suk
|
|
2007
|
29 |
11 |
p. 3082-3093
12 p.
|
artikel
|
| 28 |
Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories
|
Lee, Han-Seon
|
|
2007
|
29 |
11 |
p. 3149-3167
19 p.
|
artikel
|
| 29 |
Seung-Ie Yang, Dan M. Frangopol and Luis C. Neves Winners of the 2006 Munro Prize
|
Gould, Phillip
|
|
2007
|
29 |
11 |
p. 2803-2804
2 p.
|
artikel
|
| 30 |
Simplified analysis of flange transverse bending of corrugated web I-girders under in-plane moment and shear
|
Abbas, Hassan H.
|
|
2007
|
29 |
11 |
p. 2816-2824
9 p.
|
artikel
|
| 31 |
Simulation of a block impacting a reinforced concrete slab with a finite element model and a mass-spring system
|
Delhomme, F.
|
|
2007
|
29 |
11 |
p. 2844-2852
9 p.
|
artikel
|
| 32 |
Simultaneous stiffness–damping optimization of structures with respect to acceleration, displacement and base shear
|
Cimellaro, Gian Paolo
|
|
2007
|
29 |
11 |
p. 2853-2870
18 p.
|
artikel
|
| 33 |
Three-dimensional frequency-dependent infinite elements for soil–structure interaction
|
Seo, Choon-Gyo
|
|
2007
|
29 |
11 |
p. 3106-3120
15 p.
|
artikel
|
| 34 |
Two-dimensional nonlinear finite element analysis of monotonically and non-reversed cyclically loaded RC beams
|
Au, F.T.K.
|
|
2007
|
29 |
11 |
p. 2921-2934
14 p.
|
artikel
|
| 35 |
Yield displacement-based seismic design of RC wall buildings
|
Tjhin, Tjen N.
|
|
2007
|
29 |
11 |
p. 2946-2959
14 p.
|
artikel
|
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