| Mehrschichtige Massivholzplatten - Berechnungsmodelle
Gülzow, A., Steiger, R., Czaderski, C., & Olia, S. (2006). Mehrschichtige Massivholzplatten - Berechnungsmodelle. Holzforschung Schweiz (2), 19-21. |
| Ausziehwiderstand von Gewindestangen - Parallel und senkrecht zur Faser in BSH eingeklebte Gewindestangen
Steiger, R., & Widmann, R. (2006). Ausziehwiderstand von Gewindestangen - Parallel und senkrecht zur Faser in BSH eingeklebte Gewindestangen. Holzforschung Schweiz (2), 6-7. |
| A low power wireless sensor network for structural health monitoring
Meyer, J., Bischoff, R., Feltrin, G., Motavalli, M., Saukh, O., Krüger, M., & Grosse, C. (2006). A low power wireless sensor network for structural health monitoring. FRP International, 3(3), 6-9. |
| Mehrlagige Brettsperrholzplatten. Steifigkeit zerstörungsfrei bestimmen
Gülzow, A., Steiger, R., & Gsell, D. (2007). Mehrlagige Brettsperrholzplatten. Steifigkeit zerstörungsfrei bestimmen. Holzforschung Schweiz (2), 2-5. |
| Schwingungen bei Strassenbrücken
Steiger, R., & Feltrin, G. (2009). Schwingungen bei Strassenbrücken. Holzforschung Schweiz, 17(2), 4-9. |
| Holz und Kunststoff – eine optimale Materialkombination. Die Pfeilbogenbrücke der Empa
Widmann, R. (2009). Holz und Kunststoff – eine optimale Materialkombination. Die Pfeilbogenbrücke der Empa. Holzforschung Schweiz, 17(2), 10-11. |
| Fichtenholz: Schlagbiegebeanspruchung
Widmann, R. (2010). Fichtenholz: Schlagbiegebeanspruchung. Holzforschung Schweiz, 18(1), 1-3. |
| Les efforts horizontaux dans le dimensionnement des bâtiments en bois
Steiger, R., Feltrin, G., Weber, F., & Nerbano, S. (2015). Les efforts horizontaux dans le dimensionnement des bâtiments en bois. Tracés: Bulletin Technique de la Suisse Romande, 141(11), 6-12. |
| A sandwich beam with electrostatically tunable bending stiffness
Bergamini, A., Christen, R., Maag, B., & Motavalli, M. (2006). A sandwich beam with electrostatically tunable bending stiffness. Smart Materials and Structures, 15(3), 678-686. https://doi.org/10.1088/0964-1726/15/3/002 |
| Rolling shear modulus and damping factor of spruce and decayed spruce estimated by modal analysis
Schubert, S. I., Gsell, D., Dual, J., Motavalli, M., & Niemz, P. (2006). Rolling shear modulus and damping factor of spruce and decayed spruce estimated by modal analysis. Holzforschung, 60(1), 78-84. https://doi.org/10.1515/Hf.2006.014 |
| Experimental study on the fatigue behaviour of welded tubular K-joints for bridges
Schumacher, A., & Nussbaumer, A. (2006). Experimental study on the fatigue behaviour of welded tubular K-joints for bridges. Engineering Structures, 28(5), 745-755. https://doi.org/10.1016/j.engstruct.2005.10.003 |
| Automatic flaw detection in NDE signals using a panel of neural networks
Christen, R., & Bergamini, A. (2006). Automatic flaw detection in NDE signals using a panel of neural networks. NDT and E International, 39(7), 547-553. https://doi.org/10.1016/j.ndteint.2006.03.007 |
| Numerical modelling of in-plane behaviour of URM walls and an investigation into the aspect ratio, vertical and horizontal post-tensioning and head joint as a parametric study
Farshchi, D. M., Motavalli, M., Schumacher, A., & Marefat, M. S. (2009). Numerical modelling of in-plane behaviour of URM walls and an investigation into the aspect ratio, vertical and horizontal post-tensioning and head joint as a parametric study. Archives of Civil and Mechanical Engineering, 9(1), 5-27. https://doi.org/10.1016/S1644-9665(12)60037-5 |
| Position-controlled data acquisition embedded system for magnetic NDE of bridge stay cables
Maldonado-Lopez, R., & Christen, R. (2011). Position-controlled data acquisition embedded system for magnetic NDE of bridge stay cables. Sensors, 11(1), 162-179. https://doi.org/10.3390/s110100162 |
| Prestressed CFRP strips with gradient anchorage for structural concrete retrofitting: experiments and numerical modeling
Michels, J., Martinelli, E., Czaderski, C., & Motavalli, M. (2014). Prestressed CFRP strips with gradient anchorage for structural concrete retrofitting: experiments and numerical modeling. Polymers, 6(1), 114-131. https://doi.org/10.3390/polym6010114 |
| Finite element analysis for fatigue damage reduction in metallic riveted bridges using pre-stressed CFRP plates
Ghafoori, E., Prinz, G. S., Mayor, E., Nussbaumer, A., Motavalli, M., Herwig, A., & Fontana, M. (2014). Finite element analysis for fatigue damage reduction in metallic riveted bridges using pre-stressed CFRP plates. Polymers, 6(4), 1096-1118. https://doi.org/10.3390/polym6041096 |
| RC beam with variable stiffness and strength
Czaderski, C., Hahnebach, B., & Motavalli, M. (2006). RC beam with variable stiffness and strength. Construction and Building Materials, 20(9), 824-833. https://doi.org/10.1016/j.conbuildmat.2005.01.038 |
| Determining the remaining tendon force of a large-scale, 38-year-old prestressed concrete bridge girder
Czaderski, C., & Motavalli, M. (2006). Determining the remaining tendon force of a large-scale, 38-year-old prestressed concrete bridge girder. PCI Journal, 51(4), 56-68. |
| A simple anisotropy correction procedure for acoustic wood tomography
Maurer, H., Schubert, S. I., Bächle, F., Clauss, S., Gsell, D., Dual, J., & Niemz, P. (2006). A simple anisotropy correction procedure for acoustic wood tomography. Holzforschung, 60(5), 567-573. https://doi.org/10.1515/Hf.2006.094 |
| Non-destructive testing of trunks: Studying elastic wave propagation by numerical simulation
Schubert, S., Gsell, D., Motavalli, M., Dual, J., & Niemz, P. (2006). Non-destructive testing of trunks: Studying elastic wave propagation by numerical simulation. Wood Research, 51(3), 11-23. |