| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A novel adaptive spatial scissor-hinge structural mechanism for convertible roofs
|
Akgün, Yenal
|
|
2011
|
33 |
4 |
p. 1365-1376
12 p.
|
artikel
|
| 2 |
A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems
|
Shafei, Behrouz
|
|
2011
|
33 |
4 |
p. 1107-1116
10 p.
|
artikel
|
| 3 |
Beam–column element for non-linear dynamic analysis of steel members subjected to blast loading
|
Heidarpour, A.
|
|
2011
|
33 |
4 |
p. 1259-1266
8 p.
|
artikel
|
| 4 |
Buckling of very slender metal silos under eccentric discharge
|
Sadowski, Adam J.
|
|
2011
|
33 |
4 |
p. 1187-1194
8 p.
|
artikel
|
| 5 |
Calendar
|
|
|
2011
|
33 |
4 |
p. I-II
nvt p.
|
artikel
|
| 6 |
Climate change impact and risks of concrete infrastructure deterioration
|
Stewart, Mark G.
|
|
2011
|
33 |
4 |
p. 1326-1337
12 p.
|
artikel
|
| 7 |
Earthquake vibration control of structures using hybrid mass liquid damper
|
Banerji, Pradipta
|
|
2011
|
33 |
4 |
p. 1291-1301
11 p.
|
artikel
|
| 8 |
Editorial Board
|
|
|
2011
|
33 |
4 |
p. IFC-
1 p.
|
artikel
|
| 9 |
Effects of soil–foundation–structure interaction on seismic structural response via robust Monte Carlo simulation
|
Moghaddasi, M.
|
|
2011
|
33 |
4 |
p. 1338-1347
10 p.
|
artikel
|
| 10 |
EMD-based random decrement technique for modal parameter identification of an existing railway bridge
|
He, X.H.
|
|
2011
|
33 |
4 |
p. 1348-1356
9 p.
|
artikel
|
| 11 |
Evaluating the shear-friction resistance across sliding planes in concrete
|
Haskett, Matthew
|
|
2011
|
33 |
4 |
p. 1357-1364
8 p.
|
artikel
|
| 12 |
Fatigue tests on SMA bars in span control
|
Casciati, Sara
|
|
2011
|
33 |
4 |
p. 1232-1239
8 p.
|
artikel
|
| 13 |
FRP-strengthened RC slabs anchored with FRP anchors
|
Smith, Scott T.
|
|
2011
|
33 |
4 |
p. 1075-1087
13 p.
|
artikel
|
| 14 |
Global sensitivity analysis of unreinforced masonry structure using high dimensional model representation
|
Mukherjee, D.
|
|
2011
|
33 |
4 |
p. 1316-1325
10 p.
|
artikel
|
| 15 |
Improvement of fatigue properties of orthotropic decks
|
Frýba, L.
|
|
2011
|
33 |
4 |
p. 1166-1169
4 p.
|
artikel
|
| 16 |
Inelastic second order analysis of steel frame elements flexed about minor axis
|
Zubydan, Ahmed H.
|
|
2011
|
33 |
4 |
p. 1240-1250
11 p.
|
artikel
|
| 17 |
Load rating of concrete-deck-on-steel-stringer bridges using field-calibrated 2D-grid models
|
Turer, Ahmet
|
|
2011
|
33 |
4 |
p. 1267-1276
10 p.
|
artikel
|
| 18 |
Load-slip relationship of tension reinforcement in reinforced concrete members
|
Muhamad, Rahimah
|
|
2011
|
33 |
4 |
p. 1098-1106
9 p.
|
artikel
|
| 19 |
Mechanical properties of constitutive parameters in steel–concrete interface
|
Lee, Yong-Hak
|
|
2011
|
33 |
4 |
p. 1277-1290
14 p.
|
artikel
|
| 20 |
Monitoring the structural integrity of a flexible riser during a full-scale fatigue test
|
Clarke, T.
|
|
2011
|
33 |
4 |
p. 1181-1186
6 p.
|
artikel
|
| 21 |
Numerical analysis of the thermal active restrained shrinkage ring test to study the early age behavior of massive concrete structures
|
Briffaut, M.
|
|
2011
|
33 |
4 |
p. 1390-1401
12 p.
|
artikel
|
| 22 |
Numerical modelling of restrained structural subassemblies of steel beam and CFT columns connected using reverse channels in fire
|
Elsawaf, S.
|
|
2011
|
33 |
4 |
p. 1217-1231
15 p.
|
artikel
|
| 23 |
On the modal incremental dynamic analysis of reinforced concrete structures, using a trilinear idealization model
|
Zarfam, P.
|
|
2011
|
33 |
4 |
p. 1117-1122
6 p.
|
artikel
|
| 24 |
Parametrical study of masonry walls subjected to in-plane loading through numerical modeling
|
Haach, Vladimir G.
|
|
2011
|
33 |
4 |
p. 1377-1389
13 p.
|
artikel
|
| 25 |
Performance of cable-stayed bridge pylons subjected to blast loading
|
Son, Jin
|
|
2011
|
33 |
4 |
p. 1133-1148
16 p.
|
artikel
|
| 26 |
Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction
|
Kuklík, Pavel
|
|
2011
|
33 |
4 |
p. 1195-1204
10 p.
|
artikel
|
| 27 |
Prediction of vehicle-induced local responses and application to a skewed girder bridge
|
Wyss, Jean-Charles
|
|
2011
|
33 |
4 |
p. 1088-1097
10 p.
|
artikel
|
| 28 |
Recent developments in optimal reinforcement of RC beam and column sections
|
Gil-Martín, Luisa María
|
|
2011
|
33 |
4 |
p. 1170-1180
11 p.
|
artikel
|
| 29 |
Response of nonlinear single-degree-of-freedom structures to random acceleration sequences
|
Moustafa, Abbas
|
|
2011
|
33 |
4 |
p. 1251-1258
8 p.
|
artikel
|
| 30 |
Seismic response of a continuous bridge with bearing protection devices
|
Ghosh, Goutam
|
|
2011
|
33 |
4 |
p. 1149-1156
8 p.
|
artikel
|
| 31 |
Shrinkage effects on the flexural stiffness of composite beams with solid concrete slabs: An experimental study
|
Al-deen, Safat
|
|
2011
|
33 |
4 |
p. 1302-1315
14 p.
|
artikel
|
| 32 |
Slenderness limit of the weak axis in the design of rectangular reinforced concrete non-sway columns
|
Cortés-Moreno, E.
|
|
2011
|
33 |
4 |
p. 1157-1165
9 p.
|
artikel
|
| 33 |
The structural behavior and simplified thermal analysis of normal-strength and high-strength concrete beams under fire
|
Choi, E.G.
|
|
2011
|
33 |
4 |
p. 1123-1132
10 p.
|
artikel
|
| 34 |
Use of stability coefficients for evaluating the P – Δ effect in regular steel moment resisting frames
|
Black, E.F.
|
|
2011
|
33 |
4 |
p. 1205-1216
12 p.
|
artikel
|
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