Yunita Idris
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Yunita Idris has a total of 82 co-authors. Here are the top co-authors by number of shared publications:
- Togay Ozbakkaloglu
Ingram School of Engineering, Texas State University, San Marcos, USA
7 shared publications - Ibnu Rusydy
Department of Geological Engineering, Faculty of Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia
5 shared publications - Ella Meilianda
Tsunami and Disaster Mitigation Research Centre Universitas Syah Kuala Banda Aceh Aceh Indonesia
3 shared publications - Eyitayo A. Opabola
University College London
3 shared publications - Syamsidik Syamsidik
Tsunami and Disaster Mitigation Research Center (TDMRC), Universitas Syiah Kuala, Jl. Hamzah Fansuri No. 8, Banda Aceh, Indonesia
3 shared publications - Umar Muksin
Department of Geophysical Engineering, Universitas Syiah Kuala, Aceh, Indonesia
3 shared publications
Latest Publications
- Open Access
- 14 September 2026
- Published by Wiley in Earthquake Spectra
- Vol. 42 (4) , e70111
Sustainable and Seismically Resilient Confined Masonry: Global Progress in Research and Design Practice
Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are limited in other seismically active regions of the world. Considering its efficient, adaptable and affordable construction technique, and the evidence of safe performance in earthquake‐prone areas, there is great economic, technical and sustainability potential in its wider application. In this context, the UNESCO Chair in Disaster Risk Reduction and Resilience Engineering (UNESCO Chair DRR_RE) at UCL, supported by the Earthquake Engineering Research Institute (EERI), ARUP and Build Change, organised, in February 2024, a 2‐day virtual Symposium on Recent Advances and The Way Forward in CM Construction Technology . This paper synthesises insights from the Symposium and subsequent knowledge exchanges among experts and practitioners from over 14 countries. Four themes are examined in detail: status of seismic design codes and research developments related to CM structures across the world, use of CM for construction of school buildings, seismic retrofitting of existing CM structures, and durability and adaptation to climate change for a sustainable future. The paper identifies technical research challenges under each theme and provides strategic guidance to widen knowledge and practice of CM construction globally.
- 14 September 2026
- Published by Wiley in Earthquake Spectra
- Vol. 42 (4) , e70111
Open AccessSustainable and Seismically Resilient Confined Masonry: Global Progress in Research and Design Practice
Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are limited in other seismically active regions of the world. Considering its efficient, adaptable and affordable construction technique, and the evidence of safe performance in earthquake‐prone areas, there is great economic, technical and sustainability potential in its wider application. In this context, the UNESCO Chair in Disaster Risk Reduction and Resilience Engineering (UNESCO Chair DRR_RE) at UCL, supported by the Earthquake Engineering Research Institute (EERI), ARUP and Build Change, organised, in February 2024, a 2‐day virtual Symposium on Recent Advances and The Way Forward in CM Construction Technology . This paper synthesises insights from the Symposium and subsequent knowledge exchanges among experts and practitioners from over 14 countries. Four themes are examined in detail: status of seismic design codes and research developments related to CM structures across the world, use of CM for construction of school buildings, seismic retrofitting of existing CM structures, and durability and adaptation to climate change for a sustainable future. The paper identifies technical research challenges under each theme and provides strategic guidance to widen knowledge and practice of CM construction globally.
- Open Access
- 25 December 2025
- Published by Atlantis Press SARL
- p. 41-56
Collapse Analysis of Pancasila Mosque Structure with and without Infill Walls under Tsunami Loads Using Plastic Hinge Approach
- 25 December 2025
- Published by Atlantis Press SARL
- p. 41-56
Open AccessCollapse Analysis of Pancasila Mosque Structure with and without Infill Walls under Tsunami Loads Using Plastic Hinge Approach
- Open Access
- 25 December 2025
- Published by Atlantis Press SARL
- p. 57-73
Numerical Simulation of Unreinforced Masonry Walls Subjected to Tree Impact Load Using a Simplified Micro-Modelling Approach
- 25 December 2025
- Published by Atlantis Press SARL
- p. 57-73
Open AccessNumerical Simulation of Unreinforced Masonry Walls Subjected to Tree Impact Load Using a Simplified Micro-Modelling Approach
- Open Access
- 25 December 2025
- Published by Atlantis Press SARL
- p. 111-120
Analysis of the Suitability of Simple Houses in Jeulingke Village for Earthquake-Resistant Houses
- 25 December 2025
- Published by Atlantis Press SARL
- p. 111-120
Open AccessAnalysis of the Suitability of Simple Houses in Jeulingke Village for Earthquake-Resistant Houses
- Open Access
- 25 December 2025
- Published by Atlantis Press SARL
- p. 207-222
Optimization of Ferrocement Shear Strength for Wall Strengthening Using Push-Off Test: Determination of Minimum Reinforcement Ratio and Wiremesh Layer Configuration
- 25 December 2025
- Published by Atlantis Press SARL
- p. 207-222
Open AccessOptimization of Ferrocement Shear Strength for Wall Strengthening Using Push-Off Test: Determination of Minimum Reinforcement Ratio and Wiremesh Layer Configuration
- Open Access
- 1 August 2025
- Published by Wydawnictwo Naukowe Gabriel Borowski (WNGB) in Ecological Engineering & Environmental Technology
- Vol. 26 (8) , 219-233
The impact of architectural preservation on thermal comfort and airflow in Gayo highlands' historical mosques
Preserving historical mosques in their original designs enhances cultural heritage understanding and promotes the use of environmentally friendly local materials. This study investigates three historical mosques in the Gayo Highlands of Indonesia, each with similar designs but different...
- 1 August 2025
- Published by Wydawnictwo Naukowe Gabriel Borowski (WNGB) in Ecological Engineering & Environmental Technology
- Vol. 26 (8) , 219-233
Open AccessThe impact of architectural preservation on thermal comfort and airflow in Gayo highlands' historical mosques
Preserving historical mosques in their original designs enhances cultural heritage understanding and promotes the use of environmentally friendly local materials. This study investigates three historical mosques in the Gayo Highlands of Indonesia, each with similar designs but different...
- 11 February 2025
- Published by Springer Nature
- p. 271-288
Reviewing the Earthquake Performance of Typical Confined Masonry Residential Houses in Aceh
- 11 February 2025
- Published by Springer Nature
- p. 271-288
Reviewing the Earthquake Performance of Typical Confined Masonry Residential Houses in Aceh
- Open Access
- 31 July 2024
- Published by The Institute for Research and Community Services (LPPM) ITB in Journal of Mathematical and Fundamental Sciences
- Vol. 56 (1) , 1-17
Characterizing Earthquake Source Parameters and b Value Variations in Subduction and Fault Segments: Implications for Seismic Hazard Analysis
Earthquake sources in Aceh have distinct characteristics. Understanding the seismic characteristics of each earthquake source is crucial for comprehending earthquake cycles and assessing seismic hazards. A key parameter in characterizing an earthquake source is the b-value, which indicates the relationship between the number of earthquakes and their magnitudes, influenced by the magnitude of completeness (Mc). The present study analyzed the seismic characteristics of two subduction zone segments and sixteen fault segments using the least squares method on selected earthquake data specific to each segment. The analysis revealed that the b-value ranged from 0.5 to 0.6 in the subduction zone segments and from 0.3 to 1.0 in the fault segments. These variances in b‑value reflect the different seismic characteristics of the earthquake sources that shape the tectonic settings in Aceh. A lower b-value signifies an elastic zone capable of holding higher stress levels, whereas a higher b-value indicates a brittle zone that can only withstand lower stress levels.
- 31 July 2024
- Published by The Institute for Research and Community Services (LPPM) ITB in Journal of Mathematical and Fundamental Sciences
- Vol. 56 (1) , 1-17
Open AccessCharacterizing Earthquake Source Parameters and b Value Variations in Subduction and Fault Segments: Implications for Seismic Hazard Analysis
Earthquake sources in Aceh have distinct characteristics. Understanding the seismic characteristics of each earthquake source is crucial for comprehending earthquake cycles and assessing seismic hazards. A key parameter in characterizing an earthquake source is the b-value, which indicates the relationship between the number of earthquakes and their magnitudes, influenced by the magnitude of completeness (Mc). The present study analyzed the seismic characteristics of two subduction zone segments and sixteen fault segments using the least squares method on selected earthquake data specific to each segment. The analysis revealed that the b-value ranged from 0.5 to 0.6 in the subduction zone segments and from 0.3 to 1.0 in the fault segments. These variances in b‑value reflect the different seismic characteristics of the earthquake sources that shape the tectonic settings in Aceh. A lower b-value signifies an elastic zone capable of holding higher stress levels, whereas a higher b-value indicates a brittle zone that can only withstand lower stress levels.
- Open Access
- 21 October 2023
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 100
The long-term impact of humanitarian housing interventions following the 2010 Merapi eruption
- 21 October 2023
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 100
Open AccessThe long-term impact of humanitarian housing interventions following the 2010 Merapi eruption
- Open Access
- 11 October 2023
- Published by Springer Nature in Geoenvironmental Disasters
- Vol. 10 (1) , 1-18
Connecting community’s perspectives on tsunami risk to anticipated future tsunamis: a reflection from a progress of tsunami preparedness from a coastal community in Aceh-Indonesia after 19 years of the 2004 Indian Ocean Tsunami
This paper reflects on the progress of tsunami preparedness in a coastal community in Aceh, Indonesia, nearly two decades after the catastrophic 2004 Indian Ocean Tsunami. The research employs a comprehensive approach to thoroughly evaluate and comprehend the community’s preparedness, its correlation with local perceptions of tsunami risk, and delves into the prevalence of tsunamis in the area, with a specific emphasis on the significant impact of the 2004 Indian Ocean Tsunami on the coastal community of Aceh. To investigate the community’s readiness and the potential impacts of tsunamis at the study site, tsunami simulations were performed using the shallow water equation within the COMCOT (Cornell Multi-grid Coupled Tsunami) model. These simulations assessed run-up and inundation scenarios, thereby providing justification for the potential tsunami impact in the area. Modelling the scenario of tsunami in the region is important to measure the potential impact and estimation time for community to prepare the evacuation plan. In addition to the numerical modeling, a mixed-method approach was employed, involving the distribution of questionnaires and conducting in-depth interviews with 150 respondents directly on-site. These assessments yielded valuable insights into community perspectives on tsunami risk and their preparedness measures. The findings contribute to the development of effective strategies for disaster management by integrating local knowledge, experiences, and socialization programs. The study emphasizes the significance of ongoing endeavors to enhance community preparedness and mitigate the consequences of tsunamis.
- 11 October 2023
- Published by Springer Nature in Geoenvironmental Disasters
- Vol. 10 (1) , 1-18
Open AccessConnecting community’s perspectives on tsunami risk to anticipated future tsunamis: a reflection from a progress of tsunami preparedness from a coastal community in Aceh-Indonesia after 19 years of the 2004 Indian Ocean Tsunami
This paper reflects on the progress of tsunami preparedness in a coastal community in Aceh, Indonesia, nearly two decades after the catastrophic 2004 Indian Ocean Tsunami. The research employs a comprehensive approach to thoroughly evaluate and comprehend the community’s preparedness, its correlation with local perceptions of tsunami risk, and delves into the prevalence of tsunamis in the area, with a specific emphasis on the significant impact of the 2004 Indian Ocean Tsunami on the coastal community of Aceh. To investigate the community’s readiness and the potential impacts of tsunamis at the study site, tsunami simulations were performed using the shallow water equation within the COMCOT (Cornell Multi-grid Coupled Tsunami) model. These simulations assessed run-up and inundation scenarios, thereby providing justification for the potential tsunami impact in the area. Modelling the scenario of tsunami in the region is important to measure the potential impact and estimation time for community to prepare the evacuation plan. In addition to the numerical modeling, a mixed-method approach was employed, involving the distribution of questionnaires and conducting in-depth interviews with 150 respondents directly on-site. These assessments yielded valuable insights into community perspectives on tsunami risk and their preparedness measures. The findings contribute to the development of effective strategies for disaster management by integrating local knowledge, experiences, and socialization programs. The study emphasizes the significance of ongoing endeavors to enhance community preparedness and mitigate the consequences of tsunamis.