Korean Journal of Construction Engineering and Management

ISO Journal Title : Korean J. Constr. Eng. Manag.
Open Access Journal Bimonthly
  • ISSN (Print) : 2005-6095
  • ISSN (Online) : 2465-9703

A Multi-Attribute Utility Theory?Based Framework for Decision-Making on Infrastructure Maintenance Investment

Changjun Lee ; Taeil Park ; Wonyoung Park ; Yongwoon Cha ; Changyoon Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.003

Core infrastructure, including roads, railways, and water supply and sewerage systems, underpins national economic and social activities such as manufacturing, logistics, energy supply, transportation, and daily public services. However, Korea’s infrastructure has entered a phase of accelerated aging, raising concerns over structural safety, service reliability, and cost efficiency. As of 2020, 17.5% of infrastructure assets were more than 30 years old. Although national infrastructure policy has shifted from new construction toward maintenance-oriented management, limited budgets and human resources have made efficient budget allocation and transparent prioritization increasingly important. This study proposes a Multi-Attribute Utility Theory (MAUT)-based decision-making framework for prioritizing maintenance investments across heterogeneous infrastructure assets. Urgency, impact, and economics are defined as core attributes, and single-attribute utility functions are estimated using survey-based anchor points. Attribute weights are derived through the Analytic Hierarchy Process (AHP), using only responses that satisfy the consistency criterion. The standardized attribute values and AHP-based weights are then integrated into an additive multi-attribute utility function. The proposed framework quantifies the relative investment value of each facility and identifies the contribution of each attribute to the overall utility, thereby supporting transparent and consistent priority setting. Because the framework maintains a common analytical structure, it can be reapplied to other regions or facility types by recalibrating attribute values, utility functions, and weights. Future research should extend the attribute system to include safety, resilience, and equity, and link operational data to support periodically updated decision-making for infrastructure maintenance.

Development and Validation of an Institutional Improvement Framework for Enhancing Public CM Performance : Focusing on Two-Track Procurement and Integrated Performance Management

Gyu-bi Nam ; Hee-sung Cha

https://dx.doi.org/10.6106/KJCEM.2026.27.5.014

Despite rapid quantitative growth, Korea’s public Construction Management (CM) system faces structural limitations, remaining largely confined to construction-stage quality and safety supervision rather than fulfilling its core role of integrated lifecycle management. Employing a mixed-method approach?including literature review, case analysis, international benchmarking, and two rounds of expert surveys?this study diagnoses these challenges to propose a globally aligned framework. Initial survey findings identified the lack of an integrated control tower, construction-heavy ordering practices, and insufficient expertise and independence as critical issues. In response, this study introduces a Two-Track Integrated Performance Management Framework, mandating full-lifecycle CM for large projects and design-stage CM for medium-scale projects. Additionally, a Korean Construction Performance Assessment System (K-CPARS) is proposed to directly link performance data with incentives. A second expert survey (N=80) confirmed statistically significant support for this approach across all evaluation criteria. Ultimately, this research contributes by reframing CM system challenges through the lenses of integrated management absence and performance-reward disconnection, providing an executable reform model.

Optimization of Maintenance Process for Military Facilities Using Risk-Based Asset Management (RBAM)

Sang-Hun Jung ; Min-Jea Lee

https://dx.doi.org/10.6106/KJCEM.2026.27.5.024

Military facilities are critical infrastructure directly linked to national security and require an efficient and systematic maintenance system even under constraints in manpower and budget. However, the current inspection system for military facilities applies inspection intervals based on condition ratings, which has limitations in that it does not sufficiently reflect various risk factors such as operational environment, mission criticality, and weather conditions. These limitations may lead to excessive inspections of low-risk facilities and insufficient management of high-risk facilities, resulting in inefficient use of manpower and budget. To address this issue, this study proposes a methodology for rationally adjusting inspection intervals by applying the concept of Risk-Based Asset Management (RBAM) to military airfield pavement facilities. A composite risk index integrating Hazard (H), Vulnerability (V), Consequence (C), and Uncertainty (U) was defined, and continuous and policy-based inspection interval adjustment models were developed based on this index. In addition, Monte Carlo simulation (10,000 iterations, Seed = 42) was performed to analyze the probabilistic characteristics and distribution of inspection interval changes. The results show that the average inspection interval is 4.73 years for the continuous model and 5.695 years (approximately 5.70 years) for the policy-based model. In particular, the policy-based model demonstrates an estimated 10?12% reduction in inspection activities in terms of inspection frequency. These findings suggest that RBAM-based inspection interval adjustment can simultaneously improve resource allocation efficiency and maintenance precision in military facility management.

Structural Drivers of Capital-Area Concentration in Korean Data Centers and Policy Directions of the Power System Impact Assessment in the AI Data Center Transition

Byungyun Bae ; Woo-jong Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.035

This study analyzes the structural drivers of data center (DC) concentration in the Seoul Capital Area (SCA) and examines the policy implications of the Power System Impact Assessment (PSIA) during the transition toward AI data centers. Because PSIA is at an early implementation stage and post-implementation microdata remain limited, this study adopts an Exploratory Policy Analysis (EPA) approach based on secondary-data triangulation. Government regulations, industry reports, market outlooks, and prior studies are examined through a five-axis analytical framework consisting of infrastructure, market proximity, human resources, technology, and institutions. The results indicate that SCA concentration is not merely a business preference but a cumulative outcome of power and telecommunications infrastructure, customer proximity, specialized workforce availability, low-latency requirements, and administrative predictability. A pipeline gap is also observed as the SCA share increases from the planning stage to the active execution and expected completion stages. Sensitivity analysis confirms that the pipeline gap remains directionally robust, although its magnitude varies depending on the treatment of canceled projects. International cases from Ireland, the United States, Singapore, the Netherlands, and Japan provide indirect signals that grid-related regulations may produce a regulatory paradox if non-SCA regions lack viable implementation conditions. Finally, training and inference AI data centers require differentiated policy tracks because their locational logics differ. The paper proposes policy measures including power hosting capacity maps, one-stop permitting, non-SCA cluster evaluation, differentiated AI data center location strategies, and execution-centric performance indicators. The regulatory paradox is presented as an exploratory policy hypothesis, not as a rationale for weakening PSIA.

Adaptability Evaluation and Policy Tasks for Modular Approaches in the Transformation of AI Data Center Delivery Systems

Byungyun Bae ; Woo-jong Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.048

This study proposes a six-dimension adaptability evaluation framework for modular AI data centers and derives policy improvement directions to support its domestic application. AI workloads place new demands on power capacity, cooling technology, and time-to-market, which the sequential delivery process of conventional reinforcedconcrete (RC) data centers struggles to accommodate. Modular data centers enable parallel factory fabrication and site preparation as well as phased addition of power, cooling, and IT modules, but their diffusion depends not only on technical performance but also on permitting, certification, and supply-chain conditions. We structured adaptability into six dimensions?power response, cooling and technology-transition response, space and equipment flexibility, phased scalability, schedule and market responsiveness, and institutional and supply-chain suitability?and applied an integrated AHP?IPA analysis to a panel of 15 experts in data center planning, design, MEP, and operations. Power response (0.235) and cooling and technology-transition response (0.215) emerged as the most critical dimensions, followed by schedule responsiveness (0.195) and phased scalability (0.165). The IPA analysis identified institutional and supply-chain suitability as a latent regulatory bottleneck, despite its lower relative weight, because permitting and grid approval function as threshold conditions for project execution. The principal contribution of this study is twofold: (1) it integrates data center engineering with OSC/DfMA research to formalise the concept of modular data center adaptability and (2) it links analytical results directly to five concrete policy instruments?factory certification, standard-module pre-certification, an integrated fast-track review, phased power approval, and green modular data center certification.

Similarity Evaluation of Construction Site Layout Plans Using Graph Edit Distance

Seung-Min Lee ; Jongwoo Cho ; Saruul Ishdorj ; Ho-Yong Lee ; Tae Wan Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.060

To effectively retrieve similar cases of construction site layout plans, a quantitative evaluation criterion for objectively measuring structural similarity between layouts is required. Existing pixel-based methods such as Intersection over Union (IoU) have limitations in that they fail to adequately capture the topological characteristics of spatial structures. To address this, the present study proposes a method that models the spatial connectivity structure as an attributed graph and quantifies structural similarity between layout plans using Graph Edit Distance (GED). Void spaces are decomposed based on the largest inscribed circle, and each spatial unit is represented as a node with a three-dimensional attribute vector comprising normalized center coordinates and radius. Edges are defined by two spatial relationships: a contact relationship representing adjacency between neighboring units, and a mutual visibility relationship indicating the possibility of unobstructed straight-line passage. GED is computed as the minimum cumulative cost of node and edge insertion, deletion, and substitution operations, serving as a quantitative similarity measure that comprehensively reflects differences in the scale, position, structural relationships, and creation and elimination of void spaces. The validity of the proposed method is verified through systematic experiments across four types of layout modifications building deletion, shape modification, new building addition, and site boundary change demonstrating its potential as a case retrieval support tool grounded in structural similarity, beyond mere visual resemblance.

Analyzing the Relationship between Hazard Energy and Injury Severity for Energy-based Construction Safety Management

KyuHoi Kim ; GyuNam Park ; JongMin Kim ; MinJae Shin ; JinHo Hwang ; JungHo Jeon

https://dx.doi.org/10.6106/KJCEM.2026.27.5.070

This study statistically verifies the quantitative relationship between hazard energy and injury severity using 1,508 construction accident cases from Korea’s Construction Safety Management Integrated Information System (CSI), and derives injury severity classification thresholds by energy type. To address the limitations of prior Energy-Based Safety (EBS) research which relied on small-scale datasets focused predominantly on potential and kinetic energy, five energy types were quantified: potential energy, kinetic energy, electrical energy, pressure energy, and mechanical energy. Kruskal?Wallis tests confirmed statistically significant relationships between energy magnitude and injury severity across all five energy types (p < 0.001). Furthermore, injury severity threshold values for each energy type were derived using Dunn’s test, ordinal logistic regression, and ROC analysis based on Youden’s J statistic. Additional logistic regression analysis incorporating personal protective equipment (PPE) and safety barrier conditions revealed that strengthened safety barriers significantly reduced the probability of fatal injuries. By validating the quantitative relationship between hazardous energy and injury severity using large-scale construction accident data, this study extends the empirical foundation of EBS and provides practical implications for quantitative risk assessment and real-time safety management systems in construction sites.

Cause?Mechanism Cluster Analysis of Window Installation Defects in Korean Wooden Houses and Derivation of Quality Management Priorities Using FMEA

Dujin Jeong ; Hyunsoo Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.079

Windows are critical components of the building envelope in wooden houses, contributing to thermal insulation, airtightness, and durability. However, defects such as water leakage, condensation, reduced airtightness, and operational failures frequently occur, leading to performance degradation and increased maintenance costs. This study analyzed 42 window installation defect cases collected from Korean wooden houses and applied Failure Mode and Effects Analysis (FMEA) to identify defect characteristics and establish preventive quality management priorities. Frequency analysis, cross-analysis, and FMEA-based risk prioritization were conducted according to defect type and primary cause. The results showed that water leakage (33.3%) and condensation (28.6%) accounted for 61.9% of all defect cases, while construction-related factors were identified as the dominant cause across all defect types. FMEA results indicated that insufficient insulation filling around window perimeters and improper installation of airtightness tapes exhibited the highest Risk Priority Number (RPN = 48), followed by WRB continuity and flashing sequence errors. The findings highlight the importance of ensuring the continuity of insulation, airtightness, and moisture-control layers and adopting performance-based verification methods for defect prevention. This study provides a practical framework for improving window installation quality and reducing defect occurrence in wooden housing construction.

Comparison of Disaster Prevention Technical Guidance Working Conditions and Effectiveness between Public and Private Construction Projects

Dong-Ju Yeon ; Joo-Yong Kim

https://dx.doi.org/10.6106/KJCEM.2026.27.5.089

This study empirically analyzed the differences in disaster prevention technical guidance working conditions and effectiveness between public and private construction projects, based on a survey of 76 technical guidance practitioners who hold industrial safety consultant licenses and perform technical guidance at disaster prevention specialized agencies. The questionnaire consisted of 11 items across four categories, and the same respondents evaluated both public and private sites. The data were analyzed using reliability analysis, exploratory factor analysis, paired t-test, and relative priority analysis based on Thurstone’s Law of Comparative Judgment. Public projects scored significantly higher than private projects across all four categories (p<.001), with the largest difference in client and site acceptability. In the priority analysis, communication with site personnel ranked first in both types. However, client interest fell from second in public to fifth in private, while implementation of guidance results rose from fifth to second, confirming that the most critical factors differ by project delivery type. These findings can serve as foundational data for strengthening client responsibility in private projects and developing differentiated guidance approaches.

Evaluating the Importance of Criteria in Fund-Based Operation Models for Long-Term Repair Reserves in Multi-Family Housing Using the Analytic Hierarchy Process

Dae-Suk Kim ; Kwang-Chae Seo

https://dx.doi.org/10.6106/KJCEM.2026.27.5.101

This study aims to develop an evaluation framework for fund-based operation models of long-term repair reserves in multi-family housing and to analyze the relative importance of evaluation criteria using AHP. Based on prior studies and institutional analysis, a hierarchical structure consisting of four criteria (stability, efficiency, expertise, and transparency) and twelve sub-factors was established. Expert survey data were collected and analyzed using AIJ method. The results show that stability is the most important criterion, followed by transparency, efficiency, and expertise. At the sub-factor level, loss minimization, financial soundness, and supervisory systems exhibit relatively higher importance. A comparative analysis between the full sample and consistency-verified samples (CR < 0.2) indicates that the overall priority structure remains consistent, while the importance of transparency and supervisory systems increases in the consistency-verified group. These findings suggest that greater emphasis should be placed on risk management and governance mechanisms rather than profitability in designing fund-based operation models.