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ARBAIN TATA

Universitas Khairun S2 - Teknik Sipil SINTA ID : 6011465
485
SINTA Score Overall
203
SINTA Score 3Yr
193
Affil Score
110
Affil Score 3Yr
Latest number of publications
  Scopus Analysis  

CAPACITY TESTING OF REINFORCED CONCRETE BEAMS USING POST-ULTIMATE LOAD GFRP-S REINFORCEMENT
Q3 as Journal International Journal of GEOMATE
Author Order : 1 of 3     Creator : Tata A.
2024 0 cited
Retraction notice to Monitoring of chloride and Friedel's salt, hydration components, and porosity in high-performance concrete, [Case Stud. Constr. Mater., 17(2022) 1208] (Case Studies in Construction Materials (2022) 17, (S2214509522003400), (10.1016/j.cscm.2022.e01208))
Q1 as Journal Case Studies in Construction Materials
Author Order : 4 of 14     Creator : Bachtiar E.
2023 0 cited
Monitoring of chloride and Friedel's salt, hydration components, and porosity in high-performance concrete
Q2 as Journal Case Studies in Construction Materials
Author Order : 4 of 14     Creator : Bachtiar E.
2022 11 cited
Utilization of Artificial Coarse Aggregate from Polyethylene Terephthalate Plastic Waste in Concrete
Q1 as Journal International Review of Civil Engineering
Author Order : 7 of 7     Creator : Bachtiar E.
2022 3 cited
Assessment of the Jati Besar Highway of the City of South Ternate Uses Pavement Condition Index (PCI)
Q4 as Conference Proceedin Journal of Physics: Conference Series
Author Order : 2 of 2     Creator : Sabaruddin
2021 2 cited
Bamboo as Eco-Green Alternative for Concrete Reinforcement that use Sand Beach Fine Aggregate
Q4 as Conference Proceedin Journal of Physics: Conference Series
Author Order : 1 of 4     Creator : Tata A.
2020 2 cited
Flexural capacity of reinforced concrete beams strengthened using GFRP sheet after fatigue loading for sustainable construction
Q4 as Book Series Key Engineering Materials
Author Order : 3 of 3     Creator : Djamaluddin R.
2016 7 cited
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Summary

Article Quartile
Research Output
  Scopus GScholar WOS
Article 6 52 0
Citation 25 182 0
Cited Document 5 31 0
H-Index 3 7
i10-Index 1 5
G-Index 1 2
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