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