Damage-driven detection and segmentation network: a deep learning framework for fine-grained post-earthquake damage segmentation in RC double-column piers
Reinforced concrete (RC) double-column piers are susceptible to seismic damage, such as concrete spalling and exposed rebar. Accurate pixel-level segmentation of these damage types is essential for automated post-earthquake assessments. However, fine-grained damage features, especially exposed rebar, remain difficult to identify because they occupy only a small proportion of pixels in high-resolution images. This paper proposes the Damage-Driven Detection and Segmentation Network (D3SeN) to address this challenge. The framework employs a “locate, crop, then segment” strategy, utilising YOLOv11 for preliminary localisation and an optimised MLSA-DeepLabv3+ model for fine-grained segmentation. The segmentation model integrates multi-level semantic features and a self-attention mechanism. Evaluations on the local validation set verify the optimisation stability of MLSA-DeepLabv3+, while a strictly independent and unseen global test set provides the primary evidence for framework-level performance. D3SeN improves rebar Intersection over Union (rIoU) from 18.24% under the Direct-Global baseline to 27.92%, while achieving an overall F1-score of 61.92% and an end-to-end damage recall of 62.15%. These results demonstrate the effectiveness of preserving information density for fine-grained post-earthquake damage segmentation.
Authors
- Lueqin Xu (ORCID: https://orcid.org/0000-0001-6787-2725)
- Yu Gao
- Zhewen Deng
- Hairong Deng
Institutions
- Chongqing Jiaotong University (CN)
Publication Details
- Journal
- Structure and Infrastructure Engineering
- Published
- 2026-09-08
- DOI
- https://doi.org/10.1080/15732479.2026.2731223
- Primary Topic
- Structural Health Monitoring Techniques
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China