Innovative multi-setup modal analysis using random decrement technique: a novel approach for enhanced structural characterization

Abstract

Purpose

This paper introduces a novel multi-setup merging method and assesses its performance using simulated response data from a Finite Element (FE) model of a five-storey frame and experimental data from a cantilever beam tested in a laboratory setting.

Design/methodology/approach

In the research conducted at the Central Building Research Institute (CBRI) in Roorkee, India, a cantilever beam was examined in a laboratory setting. The study successfully extracted the modal properties of the multi-storey building using the merging technique. Identified frequencies and mode shapes provide valuable insights into the building's dynamic behavior, which is essential for structural analysis and assessment. The sensor layout and data merging approach allowed for the capture of relevant vibration modes despite the limited number of sensors, demonstrating the effectiveness of the methodology.

Findings

The results show that reducing the number of sensors can impact the accuracy of the mode shapes. It is recommended to use a minimum of 8 sensor locations (every two floors) for the building under study to obtain reliable benchmark results for further evaluation, periodic monitoring, and damage identification.

Originality/value

The results demonstrate that the developed algorithm can improve the system identification process and streamline data handling. Furthermore, the proposed method is successfully applied to analyze the modal properties of a multi-storey building.

Citation

Sabamehr, A., Amani, N. and Bagchi, A. (2024), "Innovative multi-setup modal analysis using random decrement technique: a novel approach for enhanced structural characterization", International Journal of Structural Integrity, Vol. 15 No. 5, pp. 902-930. https://doi.org/10.1108/IJSI-03-2024-0051