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SABRIL HARIS HG

Universitas Andalas S1 - Teknik Sipil SINTA ID : 5994744
975
SINTA Score Overall
373
SINTA Score 3Yr
850
Affil Score
332
Affil Score 3Yr
Latest number of Publication and Citations
Effect of Stiffener Arrangements on the Performance of Castellated Beams under Static Load
Authors : Masrilayanti, J Sunaryati, S Haris, A Riyandi Journal of Physics: Conference Series 3186 (1), 012091, 2026
2026 0 cited
Analisis Kinerja Profil Balok Kastela sebagai Konstruksi Gable
Authors : L Annisa, S Haris Andalas Civil Engineering (ACE) Conference 9, 44-51, 2025
2025 0 cited
Studi Eksperimental Perilaku Dinding Geser Pelat Baja Tebal 1 Mm Dengan Konfigurasi Perforasi Lurus Akibat Pembebanan Siklik
Authors : RA Delina, S Haris, R Thamrin JURNAL TEKNIK 19 (2), 44-51, 2025
2025 0 cited
The application of the digital image correlation in the three-point bending test of concrete prisms
Authors : R Aryanti, R Thamrin, R Kurniawan, S Haris E3S Web of Conferences 677, 06001, 2025
2025 0 cited
The application of the digital image correlation in the three-point bending test of concrete prisms
Authors : R Aryanti, R Thamrin, R Kurniawan, S Haris E3S Web of Conferences 677, 06001, 2025
2025 0 cited
Studi Numerik Pengaruh Variasi Ketebalan Pengaku dan Ketebalan Sayap Terhadap Perilaku Link Panjang Profil IWF pada Struktur Eccentrically Braced Frames (EBF)
Authors : S Haris, B Khairiyah Andalas Civil Engineering (ACE) Conference 9, 428-442, 2025
2025 0 cited
Analisis Kinerja Profil Balok Kastela sebagai Konstruksi Gable
Authors : L Annisa, S Haris Andalas Civil Engineering (ACE) Conference 9, 44-51, 2025
2025 0 cited
Shear Capacity of Reinforced Concrete Beams with Multiple Openings
Authors : R Thamrin, S Haris, R Kurniawan, FP Yastari, N Ali, N Sandra Civil and Environmental Engineering 21 (2), 1028-1046, 2025
2025 0 cited
Numerical analysis for seismic performance of long links in eccentrically braced frames strengthened with additional steel plates and diagonal stiffeners
Authors : M Chairi, S Haris, R Thamrin, Y Yurisman E3S Web of Conferences 677, 06006, 2025
2025 0 cited
Numerical analysis for seismic performance of long links in eccentrically braced frames strengthened with additional steel plates and diagonal stiffeners
Authors : M Chairi, S Haris, R Thamrin, Y Yurisman E3S Web of Conferences 677, 06006, 2025
2025 0 cited
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Summary

Article Quartile
Research Output
  Scopus GScholar WOS
Article 35 49 0
Citation 267 378 0
Cited Document 20 31 0
H-Index 6 8
i10-Index 4 6
G-Index 1 1
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