Vahid Saberi
- Effect of detailing on performance of steel T-connection under fire loading. Dans: Journal of Building Pathology and Rehabilitation, v. 7, n. 1 (20 novembre 2021). (2021):
- Seismic behavior of frames with weak bolted end plate connections rehabilitated by posttensioned tendons under near‐/far‐field earthquakes. Dans: The Structural Design of Tall and Special Buildings, v. 29, n. 8 (10 juin 2020). (2020):
- Seismic Behavior of Frames with Bolted End Plate Connections Rehabilitated by Welded Haunches Under Near- and Far-Fault Earthquakes. Dans: International Journal of Steel Structures, v. 19, n. 2 ( 2019). (2019):
- Cyclic behavior of bolted connections with different arrangement of bolts. Dans: Journal of Constructional Steel Research, v. 67, n. 4 (avril 2011). (2011):
- Comparison of bolted end plate and T-stub connection sensitivity to component thickness. Dans: Journal of Constructional Steel Research, v. 98 (juillet 2014). (2014):
- Post tensioned tendons for seismic retrofitting of weak bolted T-stub connections. Dans: International Journal of Steel Structures, v. 17, n. 3 ( 2017). (2017):
- Behavior of semi-rigid connections and semi-rigid frames. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 3 (25 février 2014). (2014):
- Seismic rehabilitation of bolted end plate connections using post-tensioned tendons. Dans: Engineering Structures, v. 129 (décembre 2016). (2016):
- Rotational capacity of castellated steel beams. Dans: The Structural Design of Tall and Special Buildings, v. 22, n. 12 (25 août 2013). (2013):