Mohammad Sadegh Marefat
- Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility. In: Soil Dynamics and Earthquake Engineering, v. 187 (Dezember 2024). (2024):
- Seismic details for exterior connections of post-tensioned flat slabs to steel columns using steel plates, vertical stiffeners and bolts. In: Journal of Building Engineering, v. 36 (April 2021). (2021):
- Experimental Evaluation of Seismically and Non-Seismically Detailed External RC Beam-Column Joints. In: Journal of Earthquake Engineering, v. 21, n. 5 ( 2017). (2017):
- Assessment of shear transfer capacity of non-cracked concrete strengthened with external GFRP strips. In: Construction and Building Materials, v. 45 (August 2013). (2013):
- Rehabilitation of earthquake damaged external RC beam-column joints by joint enlargement using prestressed steel angles. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 2 (Februar 2017). (2017):
- Improving seismic performance of old-type RC frames using NSM technique and FRP jackets. In: Engineering Structures, v. 147 (September 2017). (2017):
- Effects of joint flexibility on lateral response of reinforced concrete frames. In: Engineering Structures, v. 81 (Dezember 2014). (2014):
- Seismic retrofit of external RC beam–column joints by joint enlargement using prestressed steel angles. In: Engineering Structures, v. 81 (Dezember 2014). (2014):
- Intensity measures for the seismic response assessment of plain concrete arch bridges. In: Bulletin of Earthquake Engineering, v. 16, n. 9 (Februar 2018). (2018):
- Field Test of a Large-Span Soil–Steel Bridge Stiffened by Concrete Rings during Backfilling. In: Journal of Bridge Engineering (ASCE), v. 22, n. 10 (Oktober 2017). (2017):
- The Analytical estimation of lateral resistance of low-shear strength masonry infilled reinforced concrete frames with openings. In: The Structural Design of Tall and Special Buildings, v. 27, n. 6 (25 April 2018). (2018):
- The Seismic retrofitting of old-type RC columns with different lap splices by NSM GFRP and steel bars. In: The Structural Design of Tall and Special Buildings, v. 27, n. 2 (10 Februar 2018). (2018):