Integrating feedback control for improved human-structure interaction analysis
The human body, composed of interconnected subsystems with complex dynamic behavior, is often oversimplified or neglected by structural designers and building codes. Human-induced loads, whether passive (e.g., standing, sitting) or active (e.g., walking, dancing, jumping), considerably impact the dynamic response of structures such as grandstands, slender slabs, and pedestrian bridges, highlighting the necessity for their consideration in design. This study introduces three closed-loop control models to represent the human-structure interaction (HSI) effect: a Proportional Integral (PI) controller, the Pole Placement control algorithm (PP), and the Linear Quadratic Regulator with an Observer (LQR + L). While well-established in robotics and automation engineering, these control algorithms represent a novel and transformative approach when applied to HSI. They offer an intuitive and effective framework for modeling the dynamic feedback mechanisms inherent in HSI. The model parameters are obtained using global optimization and curve fitting methods, followed by experimental validation on a test structure. The results of this study indicate that feedback controllers accurately predict the experimental structural response for different subjects. These findings highlight the importance of incorporating HSI effects into structural design, promising the design of safer and more comfortable structures in human-occupied environments.
Authors
- Albert R. Ortíz (ORCID: https://orcid.org/0000-0001-9657-2174)
- Daniel Gómez (ORCID: https://orcid.org/0000-0001-5244-8876)
- Sandra Villamizar (ORCID: https://orcid.org/0000-0001-8270-4965)
- S. Lopez
Institutions
- Universidad Santiago de Cali (CO)
- Universidad del Valle (CO)
Publication Details
- Journal
- Frontiers in Built Environment
- Published
- 2025-02-04
- DOI
- https://doi.org/10.3389/fbuil.2024.1524027
- Citations
- 1
- Primary Topic
- Structural Engineering and Vibration Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.95
Funders
- Universidad del Valle