Victor Gioncu
- Failure mechanisms for historical religious buildings in Romanian seismic areas. In: Journal of Cultural Heritage, v. 14, n. 3 (Juni 2013). (2013):
- Historical wooden churches from Banat Region, Romania. Damages: Modern consolidation solutions. In: Journal of Cultural Heritage, v. 14, n. 3 (Juni 2013). (2013):
- Plastic coupled instabilities of I-shaped steel beams. In: Thin-Walled Structures, v. 81 (August 2014). (2014):
- Available rotation capacity of wide-flange beams and beam-columns Part 1. Theoretical approaches. In: Journal of Constructional Steel Research, v. 43, n. 1-3 (Juli 1997). (1997):
- Available rotation capacity of wide-flange beams and beam-columns Part 2. Experimental and numerical tests. In: Journal of Constructional Steel Research, v. 43, n. 1-3 (Juli 1997). (1997):
- Prediction of available rotation capacity and ductility of wide-flange beams: Part 2: Applications. In: Journal of Constructional Steel Research, v. 68 (Januar 2012). (2012):
- Prediction of available rotation capacity and ductility of wide-flange beams: Part 1: DUCTROT-M computer program. In: Journal of Constructional Steel Research, v. 69 (Februar 2012). (2012):
- Local ductility of steel elements under near-field earthquake loading. In: Journal of Constructional Steel Research, v. 101 (Oktober 2014). (2014):
- Computer program for available ductility analysis of steel structures. In: Computers & Structures, v. 81, n. 22-23 (September 2003). (2003):
- The Influence of Geometrical Tolerances on the Behaviour of Space Structures. In: International Journal of Space Structures, v. 15, n. 3 (Dezember 2000). (2000):
- Instability Problems in Space Structures. In: International Journal of Space Structures, v. 1, n. 3 (September 1985). (1985):
- Instability Behaviour of Single Layer Reticulated Shells. In: International Journal of Space Structures, v. 7, n. 4 (Dezember 1992). (1992):
- Buckling of Reticulated Shells: State-of-the-Art. In: International Journal of Space Structures, v. 10, n. 1 (März 1995). (1995):
- Investigation of the cyclic inelastic capacity of steel beams through the use of the plastic collapse mechanism. In: Bulletin of Earthquake Engineering, v. 13, n. 5 (Oktober 2014). (2014):