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dc.contributor.authorLiu Yang
dc.contributor.authorYi-Chun Lin
dc.contributor.authorHubo Cai
dc.contributor.authorAyman Habib
dc.date.accessioned2024-04-27T22:43:21Z
dc.date.available2024-04-27T22:43:21Z
dc.date.issued2024/05/01
dc.identifier.other10.1061-JCCEE5.CPENG-5640.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297337
dc.description.abstractDeep learning-based scan-to-building information models (BIMs) approaches have gained popularity in generating as-built BIMs for highway bridges. However, several critical challenges emerge. First, the acquisition of large-scale training data is prohibitively expensive. Second, the complex geometry of bridges, such as variable curvature and cross sections, poses difficulties for modeling. Lastly, these generated models often lack a parametric definition. To address these challenges, this paper introduces an enhanced scan-to-BIM framework that uses low-cost synthetic point clouds and parametric modeling. This approach contains two main components: (1) semantic segmentation using augmented datasets, and (2) a projection-based parametric modeling method. Through rigorous experiments, it is evident that augmenting the training process with synthetic data significantly improves model performance, yielding up to a 12.2% segmentation improvement in this work. In terms of modeling, the reconstructed model showed a marginal mean difference of 0.06 m against the ground truth. Notably, when applied to real-world bridges, the framework demonstrated a comparable accuracy level, with deviations primarily stemming from occlusions in the bridge abutments. In conclusion, this study highlights the effectiveness of the proposed framework in creating as-built BIM models for highway bridges. Additionally, it emphasizes the significance of combining synthetic and real data for optimal accuracy and proves its potential in modern highway infrastructure applications.
dc.publisherASCE
dc.titleFrom Scans to Parametric BIM: An Enhanced Framework Using Synthetic Data Augmentation and Parametric Modeling for Highway Bridges
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue3
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/JCCEE5.CPENG-5640
dc.journal.fristpage04024008-1
dc.journal.lastpage04024008-17
dc.page17
dc.treeJournal of Computing in Civil Engineering:;2024:;Volume ( 038 ):;issue: 003
dc.contenttypeFulltext


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