Universitas Andalas - Research Directory

Assessing Seismic Risk in Sagaing City: A Case Study of Incremental Dynamic and Pushover Analyses on Multi-Span Reinforced Concrete Bridge Pier
Fakultas Teknik
First Author: Htay K.T.
Authors: JAFRIL TANJUNG
Q3 Journal |Civil and Environmental Engineering
2026
SIMPLE EQUATION FOR WALL-COLUMN CONTACT LENGTH TO ESTIMATE THE LATERAL STRENGTH OF REINFORCED CONCRETE FRAMES WITH MASONRY INFILL WALLS
Fakultas Teknik
First Author: Abdurrasyid Y.
Authors: JAFRIL TANJUNG
Q2 Journal |Journal of Applied Engineering Science
2026
DEVELOPMENT OF PORE WATER PRESSURE AND DISPLACEMENT IN LIQUEFACTION OF STRATIFIED SAND WITH A CAPPING LAYER
Fakultas Teknik
First Author: Yelvi
Authors: JAFRIL TANJUNG
Q3 Journal |International Journal of Geomate
2026
SEISMIC PERFORMANCE OF MASONRY PARTIALLY INFILLED RC FRAME BASED ON NUMERICAL ANALYSIS APPLYING STRUT MODEL
Fakultas Teknik
First Author: Maidiawati
Authors: JAFRIL TANJUNG
Q3 Journal |International Journal of Geomate
2025
Sustainable concrete using copper slag and fly ash: Microstructural durability and corrosion risk in vertically cast elements
Fakultas Teknik
First Author: Sandra N.
Authors: JAFRIL TANJUNG
Q1 Journal |Structures
2025
Laboratory investigation of liquefaction behavior on sloping ground: Insights from physical models
Fakultas Teknik
First Author: Yelvi
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2025
Seismic performance comparison of reinforced concrete portal frames with brick masonry and CLT infill panels
Fakultas Teknik
First Author: Putri Yastari F.
Authors: JAFRIL TANJUNG
Q3 Conference Proceedin |E3s Web of Conferences
2025
Fragility Curves Assessment on Multi-Span Reinforced Concrete Bridge by Using Incremental Dynamic Analysis
Fakultas Teknik
First Author: Htay K.T.
Authors: JAFRIL TANJUNG
Q3 Conference Proceedin |Iop Conference Series Earth and Environmental Science
2025
Seismic Performance Evaluation Methods for Masonry Infilled Reinforced Concrete Frames Based on Analytical Strut Model and Nonlinear Static Analysis
Fakultas Teknik
First Author: Maidiawati
Authors: JAFRIL TANJUNG
Q4 Book Series |Lecture Notes in Civil Engineering
2025
Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves
Fakultas Teknik
First Author: Afrizal A.S.
Authors: JAFRIL TANJUNG
Q3 Conference Proceedin |E3s Web of Conferences
2025
Seismic performance of bridges using fragility curves: A review
Fakultas Teknik
First Author: Htay K.T.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
The seismic performance of the existing low-rise reinforced concrete building in Padang city
Fakultas Teknik
First Author: Chairunnisa F.A.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
Effect of ureolytic bacteria Bacillus sp. from local landfill for crack healing on flexural tensile strength of high-strength concrete
Fakultas Teknik
First Author: Aulia T.B.
Authors: JAFRIL TANJUNG
Q3 Conference Proceedin |Journal of Physics Conference Series
2024
A Proposed Fragility Curve Based on PO-ID Hybrid Analysis for Seismic Assessment Performance of the Reinforced Concrete Continuous Bridges in Earthquake Prone Area
Fakultas Teknik
First Author: Htay K.T.
Authors: JAFRIL TANJUNG
Q1 Journal |Buildings
2024
Dilated Brick Masonary Infills to Avoid the Diagonal Compression Struts During Lateral Reversed Cyclic Load
Fakultas Teknik
First Author: Tanjung J.
Authors: JAFRIL TANJUNG
Q4 Book Series |Lecture Notes in Civil Engineering
2024
AN ANALYTICAL MODEL OF WALLS WITH OPENINGS VARIATION USING THE DIAGONAL STRUT METHOD
Fakultas Teknik
First Author: Medriosa H.
Authors: JAFRIL TANJUNG
Q3 Journal |Civil and Environmental Engineering
2024
Analytical study on the effect of amount of openings on lateral capacity of infilled RC frame structure
Fakultas Teknik
First Author: Akbar F.A.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
Simplified evaluation method for seismic capacity of existing RC building considering masonry infill strength
Fakultas Teknik
First Author: Maidiawati
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
A proposed seismic safe reinforced concrete construction for shophouse buildings in Padang city
Fakultas Teknik
First Author: Masrilayanti
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
Displacement Performance of 8 Storeys Hotel Building Using Nonlinear Time History Analysis Method
Fakultas Teknik
First Author: Masrilayanti
Authors: JAFRIL TANJUNG
Q4 Book Series |Lecture Notes in Civil Engineering
2024
Evaluation of PCI girder monolith in strong earthquake area using nonlinear time history analysis
Fakultas Teknik
First Author: Tanjung J.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2024
Material properties of palm bark Cross Laminated Timber (CLT) infill wall for earthquake-resistant reinforced concrete buildings: a preliminary investigation
Fakultas Teknik
First Author: Hamidi A.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |E3s Web of Conferences
2023
Failure Plane on Precast Block Retaining Wall
Fakultas Teknik
First Author: Mazni D.I.
Authors: JAFRIL TANJUNG
Q3 Journal |Civil and Environmental Engineering
2023
The importance of anchors between RC column and masonry infill for safe RC frame construction
Fakultas Teknik
First Author: Tanjung J.
Authors: JAFRIL TANJUNG
Q4 Conference Proceedin |Aip Conference Proceedings
2023

Assessing Seismic Risk in Sagaing City: A Case Study of Incremental Dynamic and Pushover Analyses on Multi-Span Reinforced Concrete Bridge Pier

SIMPLE EQUATION FOR WALL-COLUMN CONTACT LENGTH TO ESTIMATE THE LATERAL STRENGTH OF REINFORCED CONCRETE FRAMES WITH MASONRY INFILL WALLS

DEVELOPMENT OF PORE WATER PRESSURE AND DISPLACEMENT IN LIQUEFACTION OF STRATIFIED SAND WITH A CAPPING LAYER

SEISMIC PERFORMANCE OF MASONRY PARTIALLY INFILLED RC FRAME BASED ON NUMERICAL ANALYSIS APPLYING STRUT MODEL

Sustainable concrete using copper slag and fly ash: Microstructural durability and corrosion risk in vertically cast elements

Laboratory investigation of liquefaction behavior on sloping ground: Insights from physical models

Seismic performance comparison of reinforced concrete portal frames with brick masonry and CLT infill panels

Fragility Curves Assessment on Multi-Span Reinforced Concrete Bridge by Using Incremental Dynamic Analysis

Seismic Performance Evaluation Methods for Masonry Infilled Reinforced Concrete Frames Based on Analytical Strut Model and Nonlinear Static Analysis

Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves

Seismic performance of bridges using fragility curves: A review

The seismic performance of the existing low-rise reinforced concrete building in Padang city

Effect of ureolytic bacteria Bacillus sp. from local landfill for crack healing on flexural tensile strength of high-strength concrete

A Proposed Fragility Curve Based on PO-ID Hybrid Analysis for Seismic Assessment Performance of the Reinforced Concrete Continuous Bridges in Earthquake Prone Area

Dilated Brick Masonary Infills to Avoid the Diagonal Compression Struts During Lateral Reversed Cyclic Load

AN ANALYTICAL MODEL OF WALLS WITH OPENINGS VARIATION USING THE DIAGONAL STRUT METHOD

Analytical study on the effect of amount of openings on lateral capacity of infilled RC frame structure

Simplified evaluation method for seismic capacity of existing RC building considering masonry infill strength

A proposed seismic safe reinforced concrete construction for shophouse buildings in Padang city

Displacement Performance of 8 Storeys Hotel Building Using Nonlinear Time History Analysis Method

Evaluation of PCI girder monolith in strong earthquake area using nonlinear time history analysis

Material properties of palm bark Cross Laminated Timber (CLT) infill wall for earthquake-resistant reinforced concrete buildings: a preliminary investigation

Failure Plane on Precast Block Retaining Wall

The importance of anchors between RC column and masonry infill for safe RC frame construction