| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A mechanics solution for hinges in RC beams with multiple cracks
|
Visintin, P.
|
|
2012
|
36 |
C |
p. 61-69
9 p.
|
artikel
|
| 2 |
An adaptive modal pushover procedure for asymmetric-plan buildings
|
Shakeri, Kazem
|
|
2012
|
36 |
C |
p. 160-172
13 p.
|
artikel
|
| 3 |
Analysis of composite beams with partial shear interactions using a higher order beam theory
|
Chakrabarti, A.
|
|
2012
|
36 |
C |
p. 283-291
9 p.
|
artikel
|
| 4 |
Analytical behaviour of RC beam to CFST column frames subjected to fire
|
Han, Lin-Hai
|
|
2012
|
36 |
C |
p. 394-410
17 p.
|
artikel
|
| 5 |
Applicability investigation of code-defined procedures on seismic performance assessment of typical school buildings in Taiwan
|
Chung, Lap-Loi
|
|
2012
|
36 |
C |
p. 147-159
13 p.
|
artikel
|
| 6 |
A procedure for rapid visual screening for seismic safety of wood-frame dwellings with plan irregularity
|
Lucksiri, Kraisorn
|
|
2012
|
36 |
C |
p. 351-359
9 p.
|
artikel
|
| 7 |
Behavior of steel tube-reinforced concrete composite walls subjected to high axial force and cyclic loading
|
Qian, Jiaru
|
|
2012
|
36 |
C |
p. 173-184
12 p.
|
artikel
|
| 8 |
Buckling of flat laminated glass panels under in-plane compression or shear
|
Bedon, Chiara
|
|
2012
|
36 |
C |
p. 185-197
13 p.
|
artikel
|
| 9 |
Calendar
|
|
|
2012
|
36 |
C |
p. I-II
nvt p.
|
artikel
|
| 10 |
Composite slim floor stainless steel beam construction exposed to different fires
|
Ellobody, Ehab
|
|
2012
|
36 |
C |
p. 1-13
13 p.
|
artikel
|
| 11 |
Cyclic loading test for concrete-filled U-shaped steel beam–RC column connections
|
Park, Hong-Gun
|
|
2012
|
36 |
C |
p. 325-336
12 p.
|
artikel
|
| 12 |
Determination of a reasonable impact factor for fatigue investigation of simple steel plate girder railway bridges
|
Lee, Hee-Hyun
|
|
2012
|
36 |
C |
p. 316-324
9 p.
|
artikel
|
| 13 |
2-D Orthotropic failure criteria for masonry
|
Lishak, Vadim I.
|
|
2012
|
36 |
C |
p. 360-371
12 p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
2012
|
36 |
C |
p. IFC-
1 p.
|
artikel
|
| 15 |
Effect of SFRP confinement on circular and square concrete columns
|
El-Hacha, Raafat
|
|
2012
|
36 |
C |
p. 379-393
15 p.
|
artikel
|
| 16 |
Experimental behaviour and numerical analysis of floor sandwich panels
|
Gara, Fabrizio
|
|
2012
|
36 |
C |
p. 258-269
12 p.
|
artikel
|
| 17 |
Experimental study of L-shaped slender R-ICF shear walls under cyclic lateral loading
|
Karamlou, Aman
|
|
2012
|
36 |
C |
p. 134-146
13 p.
|
artikel
|
| 18 |
Experimental validation of a complex, large-scale, rigid-body mechanism
|
Langerholc, Marko
|
|
2012
|
36 |
C |
p. 220-227
8 p.
|
artikel
|
| 19 |
Flexural-torsional buckling strength of I-girders with discrete torsional braces under various loading conditions
|
Nguyen, Canh Tuan
|
|
2012
|
36 |
C |
p. 337-350
14 p.
|
artikel
|
| 20 |
Fragility analysis of steel and concrete wind turbine towers
|
Quilligan, A.
|
|
2012
|
36 |
C |
p. 270-282
13 p.
|
artikel
|
| 21 |
Influence of anti-corrosive coatings on the bond of steel rebars to repair mortars
|
Jorge, S.
|
|
2012
|
36 |
C |
p. 372-378
7 p.
|
artikel
|
| 22 |
Integrated analysis of the performance of pile-supported bridges under scoured conditions
|
Lin, Cheng
|
|
2012
|
36 |
C |
p. 27-38
12 p.
|
artikel
|
| 23 |
Investigation of secondary prying in thick built-up T-stub connections using nonlinear finite element modeling
|
Hantouche, Elie G.
|
|
2012
|
36 |
C |
p. 113-122
10 p.
|
artikel
|
| 24 |
Modal identification of Shanghai World Financial Center both from free and ambient vibration response
|
Shi, Weixing
|
|
2012
|
36 |
C |
p. 14-26
13 p.
|
artikel
|
| 25 |
Optimal control parameterization for displacement and acceleration demands, and local post-yield constitutive responses
|
Attard, T.L.
|
|
2012
|
36 |
C |
p. 123-133
11 p.
|
artikel
|
| 26 |
Parameters for shear strength prediction of exterior beam–column joints without transverse reinforcement
|
Park, Sangjoon
|
|
2012
|
36 |
C |
p. 198-209
12 p.
|
artikel
|
| 27 |
Pedestrian-induced torsional vibrations of suspended footbridges: Proposal and evaluation of vibration countermeasures
|
Bruno, Luca
|
|
2012
|
36 |
C |
p. 228-238
11 p.
|
artikel
|
| 28 |
Performance of ductile RC flat slab to steel column connections under cyclic loading
|
Eder, M.A.
|
|
2012
|
36 |
C |
p. 239-257
19 p.
|
artikel
|
| 29 |
Reliability assessment of steel scaffold shoring structures for concrete formwork
|
Zhang, Hao
|
|
2012
|
36 |
C |
p. 81-89
9 p.
|
artikel
|
| 30 |
Robust sampled-data control of structures subject to parameter uncertainties and actuator saturation
|
Du, Haiping
|
|
2012
|
36 |
C |
p. 39-48
10 p.
|
artikel
|
| 31 |
Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests
|
D’Ambrisi, Angelo
|
|
2012
|
36 |
C |
p. 210-219
10 p.
|
artikel
|
| 32 |
Seismic retrofitting methods for the jack arch masonry slabs
|
Maheri, Mahmoud R.
|
|
2012
|
36 |
C |
p. 49-60
12 p.
|
artikel
|
| 33 |
Simulations of the thermo-hydro-mechanical behaviour of an annular reinforced concrete structure heated up to 200°C
|
Bary, Benoît
|
|
2012
|
36 |
C |
p. 302-315
14 p.
|
artikel
|
| 34 |
Strength and ductility of RC slabs strengthened with hybrid high-performance composite retrofit system
|
Mosallam, Ayman
|
|
2012
|
36 |
C |
p. 70-80
11 p.
|
artikel
|
| 35 |
Structural response of SG-laminated reinforced glass beams; experimental investigations on the effects of glass type, reinforcement percentage and beam size
|
Louter, Christian
|
|
2012
|
36 |
C |
p. 292-301
10 p.
|
artikel
|
| 36 |
Tall building collapse mechanisms initiated by fire: Mechanisms and design methodology
|
Lange, David
|
|
2012
|
36 |
C |
p. 90-103
14 p.
|
artikel
|
| 37 |
The response of sandwich structures with composite face sheets and polymer foam cores to air-blast loading: Preliminary experiments
|
Langdon, G.S.
|
|
2012
|
36 |
C |
p. 104-112
9 p.
|
artikel
|
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