Jul 2026· Dinasti International Journal of Education Management And Social Science· Vol 7, pp. 4480-4492· 0 citations· 23 references
Abstract
Wing-In-Ground (WIG) effect craft represent a compelling high-speed maritime transportation solution for archipelagic nations, yet their global adoption remains constrained by fragmented regulatory frameworks and the absence of nationally adapted construction standards. This study proposes a national regulatory and construction framework for WIG craft tailored to Indonesia's tropical archipelagic conditions, using a systematic mapping study of 32 peer-reviewed and regulatory sources retrieved from Scopus, Web of Science, IEEE Xplore, and ScienceDirect following PRISMA 2020 guidelines. The results establish three key contributions. First, a three-tier classification system (Type A: exclusive ground effect; Type B: transitional capability; Type C: full aircraft mode) is proposed to facilitate phased adoption with progressively stringent certification requirements. Second, a hybrid material strategy combining marine-grade aluminum alloys (hull) with Carbon Fiber Reinforced Polymer (wings and stabilizers) is validated as optimal for tropical corrosion resistance and weight efficiency, with potential payload improvements of 30–40% over all-aluminum designs. Third, a redundant propulsion architecture with multi-stage Foreign Object Damage (FOD) filtration achieving ≥95% particulate removal efficiency is established as mandatory for safe operations in Indonesia's littoral environment. Operational analysis of the Java Sea demonstrates that Type A WIG craft could achieve approximately 80% annual uptime, reducing the Surabaya–Bawean transit from 3–4 hours to 45–60 minutes. This framework addresses the legal vacuum created by the absence of national WIG regulations and provides a replicable model for other tropical archipelagic nations.
Although dynamic contributions from higher modes are known to influence the force demands in mass timber rocking walls, higher-mode force and acceleration demands have not been formally addressed in a design procedure incorporating limit states at multiple intensity levels. This study assessed the design and dynami...
Morgan McBain, Ludovica Pieroni, Gustavo A. Araújo Rodríguez et al.· Journal of Structural Engine...· 1 citation
The American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) live-load distribution-factor (DF) equations were calibrated on straight bridges, while their use for horizontally curved I-girder bridges is bounded by the Las/R < 0.06 rad criterion in Article 4.6....
Communication towers are slender infrastructure systems whose safety depends on the interaction of the steel lattice superstructure, connections, anchorage, and foundation. This study presents an integrated case evaluation of a 52 m three-legged self-supporting telecommunication tower (SST-3L-52M-LIGHT) located at the...
Dyna Prasetya Riani, Aep Saepuloh, A. S. et al.· International journal of re...· 0 citations
The increasing demand for efficient transportation infrastructure in Indonesia has encouraged the development of underground construction projects, particularly tunnels in soft soil areas. Accurate evaluation of internal forces, deformation, and ground surface settlement is essential to ensure the safety and serviceabi...
Reagan C. Cahyadi, W. Sengara· IOP Conference Series: Earth...· 0 citations
Abstract - Ladder-type chassis frames remain the dominant load-bearing architecture for commercial, off-highway, and military vehicle platforms because of their high load-carrying capacity, modularity, and structural robustness. Field observations, however, indicate that a significant proportion of in-service chassis f...
Prof. V. V . Bamane, Ulsure Gangadhar Prakash· International Scientific Jou...· 0 citations