GS Documents
Source by Sinta Kemenristek
Total : 164
Experimental behaviour of beam-column connection using cold-formed steel sections with rectangular gusset-plate AIP Conference Proceedings 1903 (1), 2017 KM Aminuddin, A Saggaff, MM Tahir Citation : 12 Year : 2017 |
Structural aspects of cold-formed steel section designed as U-shape composite beam AIP conference proceedings 1903 (1), 2017 A Saggaff, MM Tahir, M Azimi, TM Alhajri Citation : 10 Year : 2017 |
Finite element analysis of composite beam-to-column connection with cold-formed steel section AIP Conference Proceedings 1903 (1), 2017 M Firdaus, A Saggaff, MM Tahir Citation : 10 Year : 2017 |
Splitting tensile strength of lightweight foamed concrete with polypropylene fiber Int. J. Adv. Sci. Eng. Inf. Technol 7 (2), 424-430, 2017 F Raupit, A Saggaff, CS Tan, YL Lee, MM Tahir Citation : 23 Year : 2017 |
Geopolymer Mortar with Fly Ash MATEC Web of Conferences 78, 01026, 2016 Saloma, A Saggaff, A Mawarni Citation : 25 Year : 2016 |
Impact of bolted shear connector spacing in composite beam incorporating cold-formed steel of channel lipped section Rev. Ind. Eng. Lett 3, 441-5, 2016 A Saggaff, MM Tahir, M Azimi, MM Lawan Citation : 5 Year : 2016 |
Influence of Bolted Shear Connector Size in Push-out Test for Composite Construction with Cold-formed Steel Section The IIOAB Journal 7, 521-526, 2016 A Saggaff, MM Tahir, M Azimi, MM Lawan Citation : 2 Year : 2016 |
Industrialized Building System-An Innovative Construction Method (Similarity) Universitas Sriwijaya, 2016 A Saggaff Citation : 0 Year : 2016 |
Influence of Shear Connector Size on Ultimate Strength in Composite Construction with Cold-Formed Steel Channel (Similarity) Universitas Sriwijaya, 2016 A Saggaff Citation : 0 Year : 2016 |
Influence of shear connector size on ultimate strength in composite construction with cold-formed steel channel lipped section Review of Industrial Engineering Letters 3 (1), 1-10, 2016 MM Tahir, MM Lawan, A Saggaff, J Mirza Citation : 8 Year : 2016 |