Maria Gabriella Mulas
- Vulnerability and retrofitting of torsionally deformable RC buildings: A case study. Dans: Structures, v. 32 (août 2021). (2021):
- Experimental and numerical serviceability assessment of a steel suspension footbridge. Dans: Journal of Constructional Steel Research, v. 132 (mai 2017). (2017):
- Multi-scale modelling approach for the pushover analysis of existing RC shear walls—Part II: Experimental verification. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 9 (25 juillet 2007). (2007):
- Multi-scale modelling approach for the pushover analysis of existing RC shear walls—Part I: Model formulation. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 9 (25 juillet 2007). (2007):
- A structural model for panel zones in non linear seismic analysis of steel moment-resisting frames. Dans: Engineering Structures, v. 26, n. 3 (février 2004). (2004):
- Performance of fiber beam–column elements in the seismic analysis of a lightly reinforced shear wall. Dans: Engineering Structures, v. 49 (avril 2013). (2013):
- An innovative passive control technique for industrial precast frames. Dans: Engineering Structures, v. 32, n. 4 (avril 2010). (2010):
- The seismic behaviour of steel moment-resisting frames with stiffening braces. Dans: Engineering Structures, v. 20, n. 12 (décembre 1998). (1998):
- Local–global approach in the seismic analysis of R/C frames including bond slip effects. Dans: Engineering Structures, v. 23, n. 8 (août 2001). (2001):
- Coupled analysis of footbridge-pedestrian dynamic interaction. Dans: Engineering Structures, v. 176 (décembre 2018). (2018):
- Numerical Simulation of the Partial Seismic Collapse of a 1960s RC Building. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 6 (décembre 2017). (2017):