S. R. Satish Kumar
- Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling. In: Structures, v. 65 (Juli 2024). (2024):
- Sensitivity of strength reduction factor for structures considering soil-structure interaction. In: Structures, v. 39 (Mai 2022). (2022):
- Seismic performance of semi-rigid steel-concrete composite frames. In: Structures, v. 24 (April 2020). (2020):
- Behaviour of frames with Non-Buckling bracings under earthquake loading. In: Journal of Constructional Steel Research, v. 63, n. 2 (Februar 2007). (2007):
- RHS beam-to-column connection with web opening—experimental study and finite element modelling. In: Journal of Constructional Steel Research, v. 62, n. 8 (August 2006). (2006):
- RHS beam-to-column connection with web opening—parametric study and design guidelines. In: Journal of Constructional Steel Research, v. 62, n. 8 (August 2006). (2006):
- Seismic Soil-structure Interaction: A State-of-the-Art Review. In: Structures, v. 16 (November 2018). (2018):