Submitted:
12 October 2025
Posted:
15 October 2025
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Abstract
Structure detection(SD) has emerged as a critical technology for ensuring the safety and longevity of infrastructure, particularly in housing and civil engineering. Traditional SD methods often rely on manual inspections, which are time-consuming, labor-intensive, and prone to human error, especially in complex environments such as dense urban settings or aging buildings with deteriorated materials. Recent advances in autonomous systems—such as Unmanned Aerial Vehicles (UAVs) and climbing robots—have shown promise in addressing these limitations by enabling efficient, real-time data collection. However, challenges persist in accurately detecting and analyzing structural defects (e.g., masonry cracks, concrete spalling) amidst cluttered backgrounds, hardware constraints, and the need for multi-scale feature integration . The integration of machine learning (ML) and deep learning (DL) has revolutionized SD by enabling automated feature extraction and robust defect recognition. For instance, RepConv architectures have been widely adopted for multi-scale object detection, while attention mechanisms like TAM (Technology Acceptance Model) have improved spatial feature fusion in complex scenes. Nevertheless, existing works often focus on singular sensing modalities (e.g., UAVs alone) or neglect the fusion of complementary data streams (e.g., ground-based robot imagery) to enhance detection accuracy. Furthermore, computational redundancy in multi-scale processing and inconsistent bounding box regression in detection frameworks remain underexplored. This study addresses these gaps by proposing a generalized safety inspection system that synergizes UAV and stair-climbing robot data. We introduce a novel multi-scale targeted feature extraction path (Rep-FasterNet TAM block) to unify automated RepConv-based feature refinement with dynamic scale fusion, reducing computational overhead while preserving critical structural details. For detection, we combine traditional methods with remote sensor fusion to mitigate feature loss during image upsampling/downsampling, supported by a structural model GIOU [Mathematical Definition:GIOU=IOU-(C-U)/C] that enhances bounding box regression through shape/scale-aware constraints and real-time analysis. By siting our work within the context of recent reviews on ML/DL for SD, we demonstrate how our hybrid approach bridges the gap between autonomous inspection hardware and AI-driven defect analysis, offering a scalable solution for large-scale housing safety assessments. In response to challenges in detecting objects accurately during housing safety assessments—including large/dense objects, complex backgrounds, and hardware limitations—we propose a generalized inspection system leveraging data from UAVs and stair-climbing robots. To address multi-scale feature extraction inefficiencies, we design a Rep-FasterNet TAM block that integrates RepConv for automated feature refinement and a multi-scale attention module to enhance spatial feature consistency. For detection, we combine dynamic scale remote feature fusion with traditional methods, supported by a structural GIOU model that improves bounding box regression through shape/scale constraints and real-time analysis. Experiments demonstrate that our system increases masonry/concrete assessment accuracy by 11.6% and 20.9%, respectively, while reducing manual drawing restoration workload by 16.54%. This validates the effectiveness of our hybrid approach in unifying autonomous inspection hardware with AI-driven analysis, offering a scalable solution for SD in housing infrastructure.
Keywords:
1. Improving Identification Technology Through Integrating Footage from an Unmanned Aerial Vehicle and Stair-Climbing Robot
1.1. DasViewer Model
1.2. Technology Acceptance Model (TAM) Attention Mechanism
1.3. Identification Parameters
1.3.1. Parameter: Preliminary Inspection of Current Structural Condition [7,8,9]
1.3.2. Parameter: Structural Material Strength Testing [10,11]
1.3.3. Parameter: Component Cross-Sectional Size Inspection [12,13,14,15,16,17,18]
1.3.4. Parameter: Inspection of Reinforcement Configuration [19]
1.3.5. Parameter: Appearance Quality Inspection [20,21,22]
1.3.6. Parameter: Calculation of Structural Seismic Bearing Capacity [21]
2. Evaluation Indicators
3. Comparative Analysis of Results
3.1. Comparison and Analysis of Experimental Results
3.1.1. Comparison Between Image Collection Modeling and Modeling After Manual Image Collection
3.1.2. Comparison Between Strength Data Collection and Manual Collection of Strength Data

3.1.3. Collection and Comparison of Other Parameters with Manually Collected Data of Component Dimensions and Crack Widths


| DETECTING PARAMETER | CATEGORY | DETECTION ZONE 1 | DETECTION ZONE 2 | DETECTION ZONE 3 | DETECTION ZONE 4 | DETECTION ZONE 5 | DETECTION ZONE 6 | DETECTION ZONE 7 | DETECTION ZONE 8 | DETECTION ZONE 9 | DETECTION ZONE 10 |
| Length of concrete column (design:500*500) (mm) |
Using a stair-climbing robot to carry equipment for detection | 2 | 3 | 2 | 3 | 3 | 2 | 3 | 0 | 3 | 2 |
| Using unmanned aircraft to carry equipment for detection | 3 | 2 | 2 | 3 | 3 | 3 | 2 | 2 | 2 | 2 | |
| Manual testing | 3 | 3 | 3 | 3 | 3 | 2 | 1 | 2 | 3 | 3 | |
| (After comparing the measured values of the same survey area) Standard deviation | 0.577 | 0.577 | 0.577 | 0.000 | 0.000 | 0.577 | 1.000 | 1.155 | 0.577 | 0.577 | |
| Crack width of masonry components (mm) | Using a stair-climbing robot to carry equipment for detection | 0.825 | 0.728 | 1.585 | 0.885 | 0.375 | 2.584 | 0.825 | 0.854 | 0.925 | 1.854 |
| Using unmanned aircraft to carry equipment for detection | 0.724 | 0.774 | 1.425 | 0.754 | 0.348 | 2.554 | 0.458 | 1.258 | 0.778 | 1.725 | |
| Manual testing | 0.558 | 0.578 | 1.224 | 0.625 | 0.421 | 2.087 | 0.527 | 0.847 | 0.688 | 1.555 | |
| (After comparing the measured values of the same survey area) Standard deviation | 0.135 | 0.102 | 0.181 | 0.130 | 0.037 | 0.279 | 0.195 | 0.235 | 0.120 | 0.150 | |
3.2. Technology Application
4. Conclusion and Outlook
Funding
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| MODEL SERIES | CATEGORY | AP | LAMR | PRECISION | RECALL | FI |
| MODEL-A (UAV) | Building_W | 61.12% | 0.95 | 82.88% | 28.72% | 0.47 |
| Building_P | 35.88% | 0.96 | 83.89% | 88.50% | 0.12 | |
| MODEL-R (Ladder-climbing robot) | Building_W | 69.24% | 0.95 | 81.87% | 38.70% | 0.56 |
| Building_P | 54.81% | 0.98 | 82.46% | 10.52% | 0.19 | |
| MODEL-M (Manually established) | Building_W | 52.23% | 0.89 | 79.52% | 36.24% | 0.69 |
| Building_P | 32.42% | 0.87 | 80.14% | 17.52% | 0.54 |
| DETECTING PARAMETER | CATEGORY | DETECTION ZONE |
STANDARD DEVIATION |
|||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | |||
| Mortar rebound | Using a stair-climbing robot to carry equipment for detection(MPa) | 12.4 | 16.5 | 14.2 | 12.2 | 10.5 | 10.2 | 10.5 | 12.5 | 12.5 | 11.5 | 1.911 |
| Manual Testing(MPa) | 22.2 | 24.5 | 22.5 | 22.2 | 21.0 | 22.5 | 19.3 | 20.2 | 22.5 | 22.5 | 1.446 | |
| Brick Rebound | Using a stair-climbing robot to carry equipment for detection(MPa) | 24.5 | 25.8 | 26.5 | 27.5 | 29.6 | 30.2 | 30.4 | 32.1 | 32.2 | 32.5 | 2.881 |
| Manual Testing(MPa) | 40.2 | 38.2 | 39.2 | 38.2 | 35.4 | 39.2 | 40.2 | 40.9 | 39.6 | 39.4 | 1.539 | |
| Concrete Rebound | Using a stair-climbing robot to carry equipment for detection(MPa) | 28.3 | 31.5 | 15.6 | 16.7 | 18.5 | 19.5 | 20.2 | 21.3 | 18.8 | 22.6 | 5.021 |
| Manual Testing(MPa) | 35.5 | 34.8 | 32.2 | 30.5 | 28.0 | 29.0 | 30.2 | 29.5 | 29.5 | 30.5 | 2.467 | |
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