THAMRIN, R. - KAKU, T.: Bond behavior of CFRP bars in simply supported reinforced concrete beam with hanging region. Journal of Composites for Construction, ASCE, Vol. 11, č. 2, 2007, pp. 129-137.
THAMRIN, R. - ZAIDIR. - HARIS, S.: Shear capacity of reinforced concrete beams strengthened with web-side bonded CFRP sheets. MATEC Web of Conferences, 2019.
THAMRIN, R. - ZAIDIR. - DESHARMA, S.: Debonding Failure Analysis of Reinforced Concrete Beams Strengthened with CFRP Plates. Polymers MDPI, č. 13, 2021, pp. 1-20.
THAMRIN, R.: Effect of end anchorage length and stirrups ratio on bond and shear capacity of concrete beams with nonmetallic reinforcement. Journal of Engineering Science and Technology, sv. 11, č. 6, 2016, pp. 768-787.
THAMRIN, R. - KURNIAWAN, R. - MELINDA, A. P.: Shear and flexural capacity of reinforced concrete members with circular cross section. Procedia Engineering, 2017.
HADI, M. N. S. - JAMEEL, M. T. - SHEIKH, M. N.: Behavior of circularized hollow RC columns under different loading conditions. Journal of Composites for Construction, sv. 5, č. 21, 2017.
ALAJARMEH, O. - MANALO, A. A. - BENMOKRANE, B. - KARUNAS. - MENDIS, W. - NGUYEN, K.:Compressive behavior of axially loaded circular hollow concrete columns reinforced with GFRP bars and spirals. Construction and Building Materials, sv. 194, 2019, pp. 12-23.
ALAJARMEH, O. S. -MANOLO, A. C. - BENMOKRANE, B. - KARUNASENA, K. - FERDOUS, W. - MENDIS, P.: Hollow concrete columns: Review of structural behavior and new designs using GFRP reinforcement. Engineering Structures, sv. 203, 2020, pp. 1-16.
DEWI, S. H. - THAMRIN, R. - ZAIDIR - TAUFIK.: Effect of stirrup type on shear capacity of reinforced concrete members with circular cross section. E3S Web Conf, sv. 156, 2020, pp. 4-7.
THAMRIN, R. - TANJUNG, J. - ARYANTI, R. - NUR, O. F. - DEVINUS, A.: Shear strength of reinforced concrete T-Beams without stirrups. Journal of Engineering Science and Technology, sv. 11, č. 4, 2016, pp. 548-562.
ALI, A. H. - MOHAMED, H. M. - BENMOKRANE, B.: Shear strength of circular concrete beams reinforced with GFRP bars. Resilient Infrastructure, London, 2016.
THAMRIN, R. - DEWI, S. H. - ASRIANUR, A. - YASTARI, F. P. - HARIS, S.: Shear Capacity of Hollow Reinforced Concrete Members without Stirrups. 5th ICEEDM, Yogyakarta, E3S Web Conf 2023.
THAMRIN, R. - ZAIDIR. - HARIS, S. - DEWI, S. H. - YASTARI, F. P.: Shear capacity of hollow circular reinforced concrete members without stirrups strengthen with CFRP. Lectures Notes in Civil Engineering FIB Symposium, sv. 1, 2023, pp. 1217-1225.
MEDHLOM, M. K. - ABED, E. N.: Behavior and Load Capacity of Concrete Slab Reinforced by CFRP Bar and Strengthening by CFRP Laminates. Civil and Enviromental Engineering, Vol. 19, č. 1, 2023, pp. 72-85.
LIGNOLA, G. P. - PROTA, A. - MANFREDI, G. - COSENZA, E.: Performances of RC Square Hollow Columns Wrapped with CFRP under shear-type load. Challanges for civil construction, Porto, 2008.
WANG, D. - HUANG, L. - YU, T.: Seismic performance of CFRP-Retrofitted Large-Scale square RC Columns with High Axial Compression Ratios. J. Compos. Constr, sv. 21, 2017.
Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-17). Farmington Hills: American Concrete Institute (ACI), 2017.
KISHIDA, S.: Experimental Study On Shear Strength of The PHC Pile with Large Diameter. Journal of Structural and Construction Engineering. 1998, pp 123-130.
THAMRIN, R.: Effect of Strengthening Method and Development Length on Flexural Strength of RC Beams With Steel Plates. Journal of Engineering Science and Technology, sv. 13, č. 11, 2018, pp. 3781-3794.
ZAIDIR. - THAMRIN, R. - DALMANTIAS, E.: Evaluation of the Pre-Cracked RC Beams Repaired with Sealant Injection Method, International Journal on Advanced Science Engineering Information Technology. sv. 7, č. 2, 2017, pp. 380-386.