Pub Date : 2025-11-25DOI: 10.1016/j.autcon.2025.106680
Sharjeel Anjum , Muhammad Khan , Chukwuma Nnaji , Ashrant Aryal , Amanda S. Koh
Physical fatigue among construction workers is a major safety concern, impacting both health and productivity. Machine learning (ML) models for fatigue monitoring often struggle with generalizing across varying work conditions and populations. This paper advances fatigue monitoring automation by (1) developing ML models trained under diverse temperature and load conditions (Dataset 1), (2) evaluating generalizability on unseen construction-related data (Dataset 2), and (3) proposing transfer learning-based fine-tuning to enhance models' adaptability while reducing the need for large datasets. Initial accuracies on Dataset 1 were 87.5 % (RFC), 89.7 % (XGBoost), and 92 % (FatigueNet); however, these dropped sharply to 40 % (RFC, XGBoost) and 29 % (FatigueNet) under the generalizability test. When trained from scratch on combined datasets, RFC and FatigueNet achieved 47 % and 60 % accuracy, highlighting challenges with generalization. Transfer learning improved FatigueNet's accuracy to 82 % and RFC's to 87 %. These results demonstrate transfer learning's potential for real-time fatigue monitoring and construction site safety.
{"title":"Generalizing fatigue prediction models for construction workers: Cross-experiment evaluation with transfer learning across thermal and load conditions","authors":"Sharjeel Anjum , Muhammad Khan , Chukwuma Nnaji , Ashrant Aryal , Amanda S. Koh","doi":"10.1016/j.autcon.2025.106680","DOIUrl":"10.1016/j.autcon.2025.106680","url":null,"abstract":"<div><div>Physical fatigue among construction workers is a major safety concern, impacting both health and productivity. Machine learning (ML) models for fatigue monitoring often struggle with generalizing across varying work conditions and populations. This paper advances fatigue monitoring automation by (1) developing ML models trained under diverse temperature and load conditions (Dataset 1), (2) evaluating generalizability on unseen construction-related data (Dataset 2), and (3) proposing transfer learning-based fine-tuning to enhance models' adaptability while reducing the need for large datasets. Initial accuracies on Dataset 1 were 87.5 % (RFC), 89.7 % (XGBoost), and 92 % (FatigueNet); however, these dropped sharply to 40 % (RFC, XGBoost) and 29 % (FatigueNet) under the generalizability test. When trained from scratch on combined datasets, RFC and FatigueNet achieved 47 % and 60 % accuracy, highlighting challenges with generalization. Transfer learning improved FatigueNet's accuracy to 82 % and RFC's to 87 %. These results demonstrate transfer learning's potential for real-time fatigue monitoring and construction site safety.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106680"},"PeriodicalIF":11.5,"publicationDate":"2025-11-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145593092","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-24DOI: 10.1016/j.autcon.2025.106679
Sina Poorghasem, Yiming Liu, Zhan Jiang, Jinxin Chen, Yi Bao
Monitoring and predicting damages of civil infrastructure are essential for safe and efficient operation and maintenance. This paper presents a digital twin-based approach for automatic detection and prediction of cracks and corrosion utilizing spatiotemporal measurements of strains from distributed fiber optic sensors. Generative machine learning techniques are used to improve the quantity and quality of datasets used to develop damage detection and prediction models. The performance of the approach was evaluated using laboratory experiments through case studies on reinforced concrete beams and steel pipes. Results demonstrated that cracks and corrosion were detected accurately (accuracy>0.98) and efficiently (latency = 0.17 ms). Predictions of strain distributions were performed 7 min ahead for cracks and 21 h ahead for corrosion. The effects of sensing parameters on performance were investigated, enabling sensor configuration optimization. The presented approach advances the ability to monitor and predict damages based on advanced machine learning and distributed fiber optic sensing techniques.
{"title":"Machine learning-based automatic detection and prediction of cracks and corrosion using spatiotemporal measurements from distributed fiber optic sensors","authors":"Sina Poorghasem, Yiming Liu, Zhan Jiang, Jinxin Chen, Yi Bao","doi":"10.1016/j.autcon.2025.106679","DOIUrl":"10.1016/j.autcon.2025.106679","url":null,"abstract":"<div><div>Monitoring and predicting damages of civil infrastructure are essential for safe and efficient operation and maintenance. This paper presents a digital twin-based approach for automatic detection and prediction of cracks and corrosion utilizing spatiotemporal measurements of strains from distributed fiber optic sensors. Generative machine learning techniques are used to improve the quantity and quality of datasets used to develop damage detection and prediction models. The performance of the approach was evaluated using laboratory experiments through case studies on reinforced concrete beams and steel pipes. Results demonstrated that cracks and corrosion were detected accurately (accuracy>0.98) and efficiently (latency = 0.17 ms). Predictions of strain distributions were performed 7 min ahead for cracks and 21 h ahead for corrosion. The effects of sensing parameters on performance were investigated, enabling sensor configuration optimization. The presented approach advances the ability to monitor and predict damages based on advanced machine learning and distributed fiber optic sensing techniques.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106679"},"PeriodicalIF":11.5,"publicationDate":"2025-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145593113","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-24DOI: 10.1016/j.autcon.2025.106671
Tao Sun , Beining Han , Jimmy Wu , Szymon Rusinkiewicz , Yi Shao
Manipulation remains a key bottleneck in achieving fully autonomous rebar cage assembly. Existing solutions based on rail-guided systems are expensive, poorly scalable, and limited in capability. This paper introduces a framework that leverages a mobile manipulator and uses visual servoing together with imitation learning (IL) to address complex rebar manipulation tasks. The framework enables autonomous execution of two challenging manipulation tasks: (a) tight-fit rebar slot insertion and (b) rebar tying at complex intersection nodes within cages. Using only low-cost RGB cameras, the proposed approach achieves over 90% success rate for over 20 rollouts on both tasks. A highlight is the integration of a segmentation module and a reinsertion strategy that improves tight-fit insertion performance by 41.7% over the baseline and significantly improves robustness to background changes. Notably, the system requires neither depth sensors nor explicit geometric modeling, and supports rapid deployment in novel environments. This paper establishes a foundation for extending autonomy to broader rebar manipulation scenarios. Qualitative results are available on the project website1.
{"title":"Mobile robotic rebar cage assembly via imitation learning","authors":"Tao Sun , Beining Han , Jimmy Wu , Szymon Rusinkiewicz , Yi Shao","doi":"10.1016/j.autcon.2025.106671","DOIUrl":"10.1016/j.autcon.2025.106671","url":null,"abstract":"<div><div>Manipulation remains a key bottleneck in achieving fully autonomous rebar cage assembly. Existing solutions based on rail-guided systems are expensive, poorly scalable, and limited in capability. This paper introduces a framework that leverages a mobile manipulator and uses visual servoing together with imitation learning (IL) to address complex rebar manipulation tasks. The framework enables autonomous execution of two challenging manipulation tasks: (a) tight-fit rebar slot insertion and (b) rebar tying at complex intersection nodes within cages. Using only low-cost RGB cameras, the proposed approach achieves over 90% success rate for over 20 rollouts on both tasks. A highlight is the integration of a segmentation module and a reinsertion strategy that improves tight-fit insertion performance by 41.7% over the baseline and significantly improves robustness to background changes. Notably, the system requires neither depth sensors nor explicit geometric modeling, and supports rapid deployment in novel environments. This paper establishes a foundation for extending autonomy to broader rebar manipulation scenarios. Qualitative results are available on the project website<span><span><sup>1</sup></span></span>.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106671"},"PeriodicalIF":11.5,"publicationDate":"2025-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145593116","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-24DOI: 10.1016/j.autcon.2025.106684
Shih-Yuan Wang , Yu-Ting Sheng , Wei-Che Lo , Sze-Teng Liong , Y.S. Gan , Jun-Hui Liang
The natural heterogeneity and geometric irregularity of bamboo limit its structural reliability in construction. This paper presents a Computationally Assisted Fabrication Process (CAFP) that integrates material-informed design, structural simulation, and digital fabrication within an automation-oriented workflow. Ultra-thin laminated bamboo sheets are exploited for their conditional bending capacity, enabling actively bent structures and complex curved shells. To overcome instability observed in prior assemblies, fiberglass reinforcement is incorporated, with mechanical testing confirming substantial improvements in flexural strength. Simulation-driven optimization further reduces stress utilization from 36.4% to 5.5% and maximum displacement from 24.4 cm to 1.43 cm, demonstrating significant gains in stability and efficiency. The workflow systematically links geometry generation, structural evaluation, strip-based mesh segmentation, and parametric joinery design, providing an end-to-end pathway from design to digital construction. By embedding material properties into computational processes, the paper contributes an automation-ready method for reliable and efficient bamboo construction, expanding its potential in architectural practice.
{"title":"Computationally assisted design and fabrication of curved bamboo composite shell structures","authors":"Shih-Yuan Wang , Yu-Ting Sheng , Wei-Che Lo , Sze-Teng Liong , Y.S. Gan , Jun-Hui Liang","doi":"10.1016/j.autcon.2025.106684","DOIUrl":"10.1016/j.autcon.2025.106684","url":null,"abstract":"<div><div>The natural heterogeneity and geometric irregularity of bamboo limit its structural reliability in construction. This paper presents a Computationally Assisted Fabrication Process (CAFP) that integrates material-informed design, structural simulation, and digital fabrication within an automation-oriented workflow. Ultra-thin laminated bamboo sheets are exploited for their conditional bending capacity, enabling actively bent structures and complex curved shells. To overcome instability observed in prior assemblies, fiberglass reinforcement is incorporated, with mechanical testing confirming substantial improvements in flexural strength. Simulation-driven optimization further reduces stress utilization from 36.4% to 5.5% and maximum displacement from 24.4 cm to 1.43 cm, demonstrating significant gains in stability and efficiency. The workflow systematically links geometry generation, structural evaluation, strip-based mesh segmentation, and parametric joinery design, providing an end-to-end pathway from design to digital construction. By embedding material properties into computational processes, the paper contributes an automation-ready method for reliable and efficient bamboo construction, expanding its potential in architectural practice.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106684"},"PeriodicalIF":11.5,"publicationDate":"2025-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145593112","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-24DOI: 10.1016/j.autcon.2025.106683
Hao Yuan , Bo Huang , Manqiu Wang , Yao Tang , Jin Mao , Lun Xiong
With growing global focus on climate change, carbon emission control in the construction industry has become a key to sustainable development. Current full-life-cycle carbon calculation faces two challenges: large errors and low efficiency due to reliance on single factors and lightweight models; and over-reliance on standardized data, poor adaptability to complex scenarios, and lagging energy consumption data updates in existing life cycle assessment tools. This paper proposes a multi-physics coupling algorithm for operational phase emissions and develops a BIM-based collaborative framework. Verified results show operational phase calculation accuracy within ±7 %. An apartment case study in Chongqing, China, reveals operational emissions account for 71.55 % of total life-cycle emissions, driven mainly by heating, ventilation and air conditioning systems. The method proposed and the application developed in the research can improve the efficiency of building carbon emission calculation and promote the low-carbon development of the construction industry.
{"title":"BIM-enabled lifecycle carbon emission management integrating multi-physical field steady-state methods during operation","authors":"Hao Yuan , Bo Huang , Manqiu Wang , Yao Tang , Jin Mao , Lun Xiong","doi":"10.1016/j.autcon.2025.106683","DOIUrl":"10.1016/j.autcon.2025.106683","url":null,"abstract":"<div><div>With growing global focus on climate change, carbon emission control in the construction industry has become a key to sustainable development. Current full-life-cycle carbon calculation faces two challenges: large errors and low efficiency due to reliance on single factors and lightweight models; and over-reliance on standardized data, poor adaptability to complex scenarios, and lagging energy consumption data updates in existing life cycle assessment tools. This paper proposes a multi-physics coupling algorithm for operational phase emissions and develops a BIM-based collaborative framework. Verified results show operational phase calculation accuracy within ±7 %. An apartment case study in Chongqing, China, reveals operational emissions account for 71.55 % of total life-cycle emissions, driven mainly by heating, ventilation and air conditioning systems. The method proposed and the application developed in the research can improve the efficiency of building carbon emission calculation and promote the low-carbon development of the construction industry.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106683"},"PeriodicalIF":11.5,"publicationDate":"2025-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145593115","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-21DOI: 10.1016/j.autcon.2025.106669
Cheng-Hsuan Yang, Liang-Ting Tsai, Yuxiang Chen, Shih-Chung Kang
The adoption of industrial robots in construction has increased over the past decade, especially in prefabricated building processes. A key challenge in robotic prefabrication is determining a feasible and efficient assembly sequence. Existing assembly sequence planning (ASP) methods mainly address component placement but lack consideration for material characteristics, fastening operations, and execution constraints in timber wall framing. To address this gap, this paper developed an automated ASP method that integrates stud placement and fastening motions, ensuring tool-collision-free and feasible sequences. The method includes three modules: data preprocessing, stud placement sequencing, and assembly sequence refining. A parameterized geometric representation (PGR) model combined with an eight-parameter stud relation matrix automatically generates missing fastening data, reducing manual input. A scenario-based sequencing approach prevents tucking motions, and a modified A-star algorithm generates near-optimal sequences. Feasibility and performance tests confirmed that the method reduces robotic travel time and ensures tool-collision-free execution.
{"title":"Assembly sequence planning method for robotic timber wall prefabrication","authors":"Cheng-Hsuan Yang, Liang-Ting Tsai, Yuxiang Chen, Shih-Chung Kang","doi":"10.1016/j.autcon.2025.106669","DOIUrl":"10.1016/j.autcon.2025.106669","url":null,"abstract":"<div><div>The adoption of industrial robots in construction has increased over the past decade, especially in prefabricated building processes. A key challenge in robotic prefabrication is determining a feasible and efficient assembly sequence. Existing assembly sequence planning (ASP) methods mainly address component placement but lack consideration for material characteristics, fastening operations, and execution constraints in timber wall framing. To address this gap, this paper developed an automated ASP method that integrates stud placement and fastening motions, ensuring tool-collision-free and feasible sequences. The method includes three modules: data preprocessing, stud placement sequencing, and assembly sequence refining. A parameterized geometric representation (PGR) model combined with an eight-parameter stud relation matrix automatically generates missing fastening data, reducing manual input. A scenario-based sequencing approach prevents tucking motions, and a modified A-star algorithm generates near-optimal sequences. Feasibility and performance tests confirmed that the method reduces robotic travel time and ensures tool-collision-free execution.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106669"},"PeriodicalIF":11.5,"publicationDate":"2025-11-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145567522","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-21DOI: 10.1016/j.autcon.2025.106665
Yidong Tang , Changyong Liu , Xuefeng Ma , Limao Zhang , Jiaqi Wang
Steel climbing robots have been utilized to assist manual inspection in recent years for ensuring the reliability of steel structures. However, existing steel climbing robots face significant challenges in efficiently navigating and inspecting complex and confined steel structures. In response, this paper proposes a steel structure climbing robot inspired by the inchworm with three working modes, enabling fast crawling in open spaces, slow creeping in confined spaces, perpendicular surface switching, crossing obstacles, and manipulation capabilities. Climbing and manipulation capabilities of Tribot are analyzed and evaluated by experiments. Tribot achieves step distances of 270 mm and 60 mm in fast crawling mode and slow creeping mode. In manipulation mode, Tribot shows a good 4-DOF manipulation capacity with a carrying load of 1 kg. Obstacle crossing experiments demonstrate that the Tribot can traverse the U-ribs with a height of 260 mm and shows a climbing surface switching capacity between 0° and 180°.
{"title":"Inchworm-inspired climbing robot for steel structures with three bionic operating modes","authors":"Yidong Tang , Changyong Liu , Xuefeng Ma , Limao Zhang , Jiaqi Wang","doi":"10.1016/j.autcon.2025.106665","DOIUrl":"10.1016/j.autcon.2025.106665","url":null,"abstract":"<div><div>Steel climbing robots have been utilized to assist manual inspection in recent years for ensuring the reliability of steel structures. However, existing steel climbing robots face significant challenges in efficiently navigating and inspecting complex and confined steel structures. In response, this paper proposes a steel structure climbing robot inspired by the inchworm with three working modes, enabling fast crawling in open spaces, slow creeping in confined spaces, perpendicular surface switching, crossing obstacles, and manipulation capabilities. Climbing and manipulation capabilities of Tribot are analyzed and evaluated by experiments. Tribot achieves step distances of 270 mm and 60 mm in fast crawling mode and slow creeping mode. In manipulation mode, Tribot shows a good 4-DOF manipulation capacity with a carrying load of 1 kg. Obstacle crossing experiments demonstrate that the Tribot can traverse the U-ribs with a height of 260 mm and shows a climbing surface switching capacity between 0° and 180°.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106665"},"PeriodicalIF":11.5,"publicationDate":"2025-11-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145567523","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-20DOI: 10.1016/j.autcon.2025.106667
Zhan Jiang , Yide Ran , Zhaozhuo Xu , Shaoyi Huang , Weina Meng , Yi Bao
Knowledge graphs have enabled incorporation of concrete domain knowledge into machine learning-accelerated material design via representing knowledge using digital, operable graphs, toward a knowledge-guided data-driven paradigm with essential interpretability, transparency, and trustworthiness. However, manual construction of knowledge graphs is time-consuming and labor-intensive. This paper presents a framework for the automated construction of material knowledge graphs that leverage the one-shot capability of large language models to address this challenge. The approach reduces the time required to build a comprehensive knowledge graph for ultra-high-performance concrete from 52 h to 1 h. The applications are demonstrated through three use cases, and its generalizability is validated via an application to the accelerated design of ultra-high-performance geopolymer. The framework reveals the complex physicochemical pathways between material components and performance properties, accelerating both the speed of material design and the depth of understanding in the process, pushing the boundaries of knowledge-guided data-driven design.
{"title":"Automated construction of knowledge graphs for accelerated design and understanding of ultra-high-performance concrete","authors":"Zhan Jiang , Yide Ran , Zhaozhuo Xu , Shaoyi Huang , Weina Meng , Yi Bao","doi":"10.1016/j.autcon.2025.106667","DOIUrl":"10.1016/j.autcon.2025.106667","url":null,"abstract":"<div><div>Knowledge graphs have enabled incorporation of concrete domain knowledge into machine learning-accelerated material design via representing knowledge using digital, operable graphs, toward a knowledge-guided data-driven paradigm with essential interpretability, transparency, and trustworthiness. However, manual construction of knowledge graphs is time-consuming and labor-intensive. This paper presents a framework for the automated construction of material knowledge graphs that leverage the one-shot capability of large language models to address this challenge. The approach reduces the time required to build a comprehensive knowledge graph for ultra-high-performance concrete from 52 h to 1 h. The applications are demonstrated through three use cases, and its generalizability is validated via an application to the accelerated design of ultra-high-performance geopolymer. The framework reveals the complex physicochemical pathways between material components and performance properties, accelerating both the speed of material design and the depth of understanding in the process, pushing the boundaries of knowledge-guided data-driven design.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106667"},"PeriodicalIF":11.5,"publicationDate":"2025-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145560072","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-20DOI: 10.1016/j.autcon.2025.106668
Ismael Weber , Eduardo Luis Isatto
Hospitals face significant challenges in managing corrective building maintenance due to the high volume and complexity of requests. This paper proposes a framework for developing domain-specific term dictionaries to support the automated categorization of maintenance requests. Using 24,466 work orders (WOs) from a Brazilian university hospital (2017–2022), the research identifies and categorizes key terms across six service areas: building maintenance, carpentry, electricity, HVAC, painting, and plumbing. The methodology applies text mining techniques, including preprocessing, term grouping, and statistical validation using the Chi-Square test. The resulting dictionaries capture linguistic patterns used by end-users and achieved a weighted average detection rate of 88 % in the initial dataset. Validation with 7739 WOs from 2023 showed a 71 % detection rate, confirming the framework's adaptability to evolving vocabulary. These findings demonstrate the potential of domain-specific dictionaries as foundational tools for semantic classification, paving the way for future automated systems in facility management.
{"title":"Text-mining framework for domain-specific dictionaries in hospital building maintenance requests","authors":"Ismael Weber , Eduardo Luis Isatto","doi":"10.1016/j.autcon.2025.106668","DOIUrl":"10.1016/j.autcon.2025.106668","url":null,"abstract":"<div><div>Hospitals face significant challenges in managing corrective building maintenance due to the high volume and complexity of requests. This paper proposes a framework for developing domain-specific term dictionaries to support the automated categorization of maintenance requests. Using 24,466 work orders (WOs) from a Brazilian university hospital (2017–2022), the research identifies and categorizes key terms across six service areas: building maintenance, carpentry, electricity, HVAC, painting, and plumbing. The methodology applies text mining techniques, including preprocessing, term grouping, and statistical validation using the Chi-Square test. The resulting dictionaries capture linguistic patterns used by end-users and achieved a weighted average detection rate of 88 % in the initial dataset. Validation with 7739 WOs from 2023 showed a 71 % detection rate, confirming the framework's adaptability to evolving vocabulary. These findings demonstrate the potential of domain-specific dictionaries as foundational tools for semantic classification, paving the way for future automated systems in facility management.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106668"},"PeriodicalIF":11.5,"publicationDate":"2025-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145560092","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-11-19DOI: 10.1016/j.autcon.2025.106643
Chunju Zhao , Jun He , Fang Wang , Junjie Xiong , Xiang Zheng , Yihong Zhou
In high arch dam construction, multiple cable cranes are often deployed to pour multiple blocks simultaneously to accelerate progress. In such scenarios, traditional dispatching methods often overlook the integrated decision-making required between the Match of Blocks and Cranes (MBC) and Pouring Operation Planning (POP), impairing the balance of progress, safety, and quality. This paper proposes a multi-scale simulation framework that integrates Discrete Event Simulation (DES) and Agent-Based Simulation (ABS) to model pouring processes at block and crane scales, enabling unified decision-making of MBC and POP. Agent-based mechanism generated POPs for each MBC by accurately predicting crane efficiency, rationally allocating unloading zones, and coordinating parallel operations under safety and quality constraints. An arch dam construction case demonstrated that the proposed framework reduced the construction period by approximately one month and improved average monthly pouring intensity by 5.56% compared to single-scale simulation, while enhancing task balance over the manual dispatching method.
{"title":"Integrated decision-making for cable crane group dispatch in high arch dams using multi-scale simulation","authors":"Chunju Zhao , Jun He , Fang Wang , Junjie Xiong , Xiang Zheng , Yihong Zhou","doi":"10.1016/j.autcon.2025.106643","DOIUrl":"10.1016/j.autcon.2025.106643","url":null,"abstract":"<div><div>In high arch dam construction, multiple cable cranes are often deployed to pour multiple blocks simultaneously to accelerate progress. In such scenarios, traditional dispatching methods often overlook the integrated decision-making required between the Match of Blocks and Cranes (MBC) and Pouring Operation Planning (POP), impairing the balance of progress, safety, and quality. This paper proposes a multi-scale simulation framework that integrates Discrete Event Simulation (DES) and Agent-Based Simulation (ABS) to model pouring processes at block and crane scales, enabling unified decision-making of MBC and POP. Agent-based mechanism generated POPs for each MBC by accurately predicting crane efficiency, rationally allocating unloading zones, and coordinating parallel operations under safety and quality constraints. An arch dam construction case demonstrated that the proposed framework reduced the construction period by approximately one month and improved average monthly pouring intensity by 5.56% compared to single-scale simulation, while enhancing task balance over the manual dispatching method.</div></div>","PeriodicalId":8660,"journal":{"name":"Automation in Construction","volume":"181 ","pages":"Article 106643"},"PeriodicalIF":11.5,"publicationDate":"2025-11-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145560094","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}