Universitas Andalas - Research Directory

Seismic Behaviour of Long Links in Eccentrically Braced Frames Strengthened with Steel Plate and Diagonal Stiffener
Fakultas Teknik
First Author: Chairi M.
Authors: SABRIL HARIS HG
Q3 Journal |Civil and Environmental Engineering
2026
Effect of Stiffener Arrangements on the Performance of Castellated Beams under Static Load
Fakultas Teknik
First Author: Masrilayanti
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Journal of Physics Conference Series
2026
An evaluation of the shear capacity of strengthened reinforced concrete T-beams with inverted U-wrap or completely wrapped using CFRP anchors
Fakultas Teknik
First Author: Asrianur A.
Authors: SABRIL HARIS HG
Q2 Journal |Next Materials
2026
Engineered mechanical design against stranding accidents: assessments of double bottom structure using NLFE analysis
Fakultas Teknik
First Author: Prabowo A.R.
Authors: SABRIL HARIS HG
Q1 Journal |Curved and Layered Structures
2026
SEISMIC BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN JOINTS STRENGTHENED WITH VARIED INSTALLATION LENGTH OF CFRP SHEETS
Fakultas Teknik
First Author: Maulana H.
Authors: SABRIL HARIS HG
Q3 Journal |Civil and Environmental Engineering
2025
Shear Capacity of Reinforced Concrete Beams with Multiple Openings
Fakultas Teknik
First Author: Taufik
Authors: SABRIL HARIS HG
Q3 Journal |Civil and Environmental Engineering
2025
Numerical analysis for seismic performance of long links in eccentrically braced frames strengthened with additional steel plates and diagonal stiffeners
Fakultas Teknik
First Author: Chairi M.
Authors: SABRIL HARIS HG
Q3 Conference Proceedin |E3s Web of Conferences
2025
The application of the digital image correlation in the three-point bending test of concrete prisms
Fakultas Teknik
First Author: Aryanti R.
Authors: SABRIL HARIS HG
Q3 Conference Proceedin |E3s Web of Conferences
2025
Effect of Strengthening on the Shear Capacity of Beam-Column Joints with CFRP Sheets
Fakultas Teknik
First Author: Maulana H.
Authors: SABRIL HARIS HG
Q4 Book Series |Lecture Notes in Civil Engineering
2025
Seismic performance of perforated-steel plate shear wall with different perforation layouts
Fakultas Teknik
First Author: Nidiasari
Authors: SABRIL HARIS HG
Q1 Journal |Results in Engineering
2024
Numerical study: Behavior of perforated steel plate shear wall in straight hole patterns due to monotonic static loading
Fakultas Teknik
First Author: Haris S.
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
TENSILE FORCES BEHAVIOR ON LONGITUDINAL REINFORCEMENT AND CFRP STRIPS ON CIRCULAR HOLLOW REINFORCED CONCRETE COLUMNS
Fakultas Teknik
First Author: Dewi S.H.
Authors: SABRIL HARIS HG
Q3 Journal |Civil and Environmental Engineering
2024
Effect of Longitudinal Tension Bars on Performance of Composite Light Gauge Steel and Concrete of a Plate Structure
Fakultas Teknik
First Author: Haris S.
Authors: SABRIL HARIS HG
Q4 Book Series |Lecture Notes in Civil Engineering
2024
Effect of steel plate shear wall using corrugated plates in vertical direction due to monotonic static loading
Fakultas Teknik
First Author: Nidiasari
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
Experimental Test of Perforated Steel Plate Shear Wall Under Cyclic Load
Fakultas Teknik
First Author: Nidiasari
Authors: SABRIL HARIS HG
Q4 Book Series |Lecture Notes in Civil Engineering
2024
The effects of different opening spacing for cantilever castellated beam
Fakultas Teknik
First Author: Haris S.
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Aip Conference Proceedings
2023
Shear Capacity of Hollow Reinforced Concrete Members without Stirrups
Fakultas Teknik
First Author: Thamrin R.
Authors: SABRIL HARIS HG
Q3 Conference Proceedin |Iop Conference Series Earth and Environmental Science
2023
Numerical study of perforated steel plate shear walls in staggered pattern
Fakultas Teknik
First Author: Nidiasari
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |E3s Web of Conferences
2023
Performance improvement of earthquake-resistant steel structure system EBF (Eccentrically Braced Frame) by using modified long links
Fakultas Teknik
First Author: Chairi M.
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |E3s Web of Conferences
2023
Experimental study of composite light gauge steel and concrete of a plate structure
Fakultas Teknik
First Author: Haris S.
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Aip Conference Proceedings
2023
Shear Capacity of Hollow Reinforced Concrete Members without Stirrups Strengthened with CFRP Sheets
Fakultas Teknik
First Author: Thamrin R.
Authors: SABRIL HARIS HG
Q4 Book Series |Lecture Notes in Civil Engineering
2023
The behavior of castellated beam with various opening angle in cantilever beam under monotonic loading
Fakultas Teknik
First Author: Masrilayanti
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Aip Conference Proceedings
2023
Numerical Study of Castellated Beam with Stiffener - Case on Cantilever Structure
Fakultas Teknik
First Author: Haris S.
Authors: SABRIL HARIS HG
Q3 Conference Proceedin |Iop Conference Series Earth and Environmental Science
2023
Schematic of monotonic shear test for hollow circle elements no stirrups
Fakultas Teknik
First Author: Dewi S.H.
Authors: SABRIL HARIS HG
Q4 Conference Proceedin |Iop Conference Series Earth and Environmental Science
2021

Seismic Behaviour of Long Links in Eccentrically Braced Frames Strengthened with Steel Plate and Diagonal Stiffener

Effect of Stiffener Arrangements on the Performance of Castellated Beams under Static Load

An evaluation of the shear capacity of strengthened reinforced concrete T-beams with inverted U-wrap or completely wrapped using CFRP anchors

Engineered mechanical design against stranding accidents: assessments of double bottom structure using NLFE analysis

SEISMIC BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN JOINTS STRENGTHENED WITH VARIED INSTALLATION LENGTH OF CFRP SHEETS

Shear Capacity of Reinforced Concrete Beams with Multiple Openings

Numerical analysis for seismic performance of long links in eccentrically braced frames strengthened with additional steel plates and diagonal stiffeners

The application of the digital image correlation in the three-point bending test of concrete prisms

Effect of Strengthening on the Shear Capacity of Beam-Column Joints with CFRP Sheets

Seismic performance of perforated-steel plate shear wall with different perforation layouts

Numerical study: Behavior of perforated steel plate shear wall in straight hole patterns due to monotonic static loading

TENSILE FORCES BEHAVIOR ON LONGITUDINAL REINFORCEMENT AND CFRP STRIPS ON CIRCULAR HOLLOW REINFORCED CONCRETE COLUMNS

Effect of Longitudinal Tension Bars on Performance of Composite Light Gauge Steel and Concrete of a Plate Structure

Effect of steel plate shear wall using corrugated plates in vertical direction due to monotonic static loading

Experimental Test of Perforated Steel Plate Shear Wall Under Cyclic Load

The effects of different opening spacing for cantilever castellated beam

Shear Capacity of Hollow Reinforced Concrete Members without Stirrups

Numerical study of perforated steel plate shear walls in staggered pattern

Performance improvement of earthquake-resistant steel structure system EBF (Eccentrically Braced Frame) by using modified long links

Experimental study of composite light gauge steel and concrete of a plate structure

Shear Capacity of Hollow Reinforced Concrete Members without Stirrups Strengthened with CFRP Sheets

The behavior of castellated beam with various opening angle in cantilever beam under monotonic loading

Numerical Study of Castellated Beam with Stiffener - Case on Cantilever Structure

Schematic of monotonic shear test for hollow circle elements no stirrups