Abstract

Nowadays, the Structural Building Health Damage Monitoring System (SBHDMS) is a crucial technology for predicting the civil building structures' health. SBHDMS contains abnormal changes in the buildings in terms of damage levels. Natural Disasters like Earthquakes, Floods, and cyclones affect the unusual changes in the buildings. If the building undergoes any natural disaster, the sensors capture the vibration data or change the buildings' structure. Due to the vibration data, these unusual changes can be analyzed. Here sensors or Machine Learning based Building Damage Prediction (MLBDP) are used for capturing and collecting the vibration data. This paper proposes a Novel Rough Set based Artificial Neural Network with Support Vector Machine (RAS) metaheuristic method. RAS method is used to predict the damaged building's vibration data levels captured by the sensors. For the feature reduction subset, we use one of the essential pre-processing method called the Rough set theory (RST) strategy. RAS has two contributions. The first one is the Support Vector Machine (SVM) classification method used for identifying the structures of the buildings. The artificial Neural Network (ANN) method used to predict the buildings' damage levels is the second contribution. The proposed method (RAS) is accurately predicting the conditions of the construction building structure and predicting the damage levels, without human intervention. Comparing the results states that the proposed method accuracy is better than SVM's classification methods, ANN. The prediction analysis depicts that the RAS method can effectively detect the damage levels.

Highlights

  • In the 1960s, a local assessment system is implementedfor identifying the damage levels in civil infrastructures called as Structural Health Monitoring (SHM) or Structural Strength Monitoring System (SSMS)

  • This paper presents a Vibration-Based Damage Identification Method (VBDIM), which develops the Damage Index Method (DIM) combination with Network Ensembles (NNE) to identify the position and severity of single damage.Adams et al [41] developed an approach and worked on a 1D component

  • Nowadays, the fault status assessment is an essential issue for civil engineering researchers

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Summary

Introduction

In the 1960s, a local assessment system is implementedfor identifying the damage levels in civil infrastructures called as Structural Health Monitoring (SHM) or Structural Strength Monitoring System (SSMS). Kim and Stubbs et al [43] developed the Single Damage Indicator (SDI) method It works on the crack location model, crack size model for estimating the zone, quality of the cracks in the beam-type building structures. Kasper et al [47] developed an approach and worked cracked symmetric uniform beam This method determines the range of damaged building structures using the wavenumber shift and frequency shift. Distinctive arrangements have been created as of late to predict the building structure's strengths In this proposed work, the estimate of the fault status done by using building parameters like the natural frequencies and mode shapes parameters used as input to the neural network for fault identification. The following four steps needed for finding the strength of the buildings

Data Gaining
Model for feature classification
Building model
Building Health Structure Monitoring
FAULTS ANALYSIS:
Findings
Conclusion

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