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Faradhiya Jinan Bastini
Universitas Cahaya Prima

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The Development of Performance-Based Seismic Structural Design Concepts in Indonesia: A Literature Review Faradhiya Jinan Bastini; Abd Basit Amir; Fitri; Andi Hasri Tri Ulandari; Ira Suartika
Jurnal Teknik Sipil Vol. 1 No. 1 (2026): SIVILTEK: Jurnal Teknik Sipil
Publisher : Teknik Sipil Universitas Cahaya Prima

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65943/gcyhct39

Abstract

Indonesia is situated in a region of high seismic activity; therefore, earthquake-resistant structural design constitutes a critical component of the national construction system. The conventional force-based design approach, which remains predominant in national standards, has inherent limitations in controlling damage levels and post-earthquake structural performance. In contrast, the concept of Performance-Based Seismic Design (PBSD) has evolved internationally as an approach that explicitly defines structural performance objectives. Although numerous studies in Indonesia have examined nonlinear analysis and building performance evaluation, integrated literature reviews addressing the development of PBSD concepts within the national context remain limited. This study aims to synthesize the development of performance-based seismic structural design and to identify its implications for enhancing building resilience in Indonesia. A qualitative approach was employed using a narrative literature review method covering national and international publications from 2000 to 2025, as well as relevant technical standard documents. The analysis was conducted through thematic categorization to map the evolution of conceptual frameworks, nonlinear analytical methods, and their integration into national regulations. The findings indicate that PBSD has evolved from a force-based approach toward performance- and displacement-based frameworks, supported by nonlinear analytical methods such as pushover analysis and nonlinear time history analysis. However, its implementation in Indonesia remains partial and requires strengthened regulatory frameworks as well as enhanced professional capacity. Systematic integration of PBSD has significant potential to improve safety, reduce damage risk, and strengthen the seismic resilience of building structures in the future.
Dominant Factors Causing Construction Project Delays in Indonesia and Their Mitigation Strategies: A Literature Review Abd Basit Amir; Faradhiya Jinan Bastini; Andi Hasri Tri Ulandari; Muh Alfakhri Bahar
Jurnal Teknik Sipil Vol. 1 No. 1 (2026): SIVILTEK: Jurnal Teknik Sipil
Publisher : Teknik Sipil Universitas Cahaya Prima

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65943/62km6a91

Abstract

Construction project delays remain a persistent issue in Indonesia, resulting in cost overruns, reduced productivity, and disruption of the intended economic benefits of projects. The increasing complexity of national infrastructure development over the past decade has further intensified challenges related to schedule control. This study aims to identify the dominant factors contributing to construction project delays in Indonesia, classify them into principal dimensions, and formulate mitigation strategies based on a synthesis of the literature. This research employs a qualitative approach using a narrative literature review method, synthesizing approximately ten key national and international studies published between 1997 and 2025. The analysis was conducted through thematic categorization to map causal factors into technical, managerial, financial, and external dimensions. The findings indicate that design changes, weak schedule control, delayed payments, as well as weather-related and regulatory factors constitute the dominant causes of project delays in Indonesia. Effective mitigation strategies include comprehensive technical planning, early-stage implementation of risk management, strengthened coordination among stakeholders, cash flow stability, and anticipation of external risks through contingency planning. The main contribution of this study lies in the development of an integrated conceptual framework linking dominant delay factors with corresponding mitigation strategies, providing a conceptual foundation for improving construction project management practices and enhancing time performance in Indonesian infrastructure projects.
The Development of Environmentally Friendly Concrete in Sustainable Construction in Indonesia: A Literature Review Nurul Aisyah Azis; M Awaluddin A; Faradhiya Jinan Bastini; Musdalifah
Jurnal Teknik Sipil Vol. 1 No. 1 (2026): SIVILTEK: Jurnal Teknik Sipil
Publisher : Teknik Sipil Universitas Cahaya Prima

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65943/xhcwkc38

Abstract

The construction industry is one of the significant contributors to carbon emissions, primarily through cement production as the main constituent of concrete. Efforts to reduce the carbon footprint have driven the development of environmentally friendly concrete through the utilization of supplementary cementitious materials and alternative non-cement binders. This study aims to develop a literature synthesis on the advancement of environmentally friendly concrete in Indonesia, to analyze its mechanical performance and durability characteristics, and to evaluate its implications for sustainable construction. The research employs a narrative literature review method, covering national and international publications from 2005 to 2025 relevant to supplementary materials, geopolymer concrete, and sustainability assessment. The findings indicate that the use of fly ash, slag, and silica fume as partial cement replacements can achieve competitive mechanical performance while enhancing resistance to aggressive environmental conditions. Geopolymer concrete also demonstrates significant potential for carbon emission reduction while maintaining adequate structural performance. However, widespread implementation remains constrained by challenges such as variability in material quality, limited technical standards, and industry readiness. This study provides an integrated synthesis of technical and environmental aspects as a foundation for strengthening the adoption of low-carbon concrete in supporting sustainable construction in Indonesia.