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Born-Jordan frequency distribution based E-GMANN controller for vibration analysis in SSI based asymmetric floor
Abhishek Mishra1, A K Shukla2, Mukesh Shukla3
1Institute of Engineering and Technology, Lucknow, Sitapur Rd, Sector F, Jankipuram, Lucknow, Uttar Pradesh, 226021, India. scholar.abhishekmishra@gmail.com.
This study introduces a novel controller for Active Tuned Mass Damper (ATMD) systems to enhance seismic vibration reduction in asymmetric buildings. The new method improves frequency matching and real-time control for greater structural resilience during earthquakes.
Area of Science:
- Structural Engineering
- Seismic Analysis
- Control Systems
Background:
- Active Tuned Mass Damper (ATMD) systems are crucial for minimizing seismic vibrations in asymmetric buildings.
- Challenges exist in precise frequency matching and optimal control under dynamic conditions, leading to mode coupling and sub-optimal force estimation.
- Soil-Structure Interaction (SSI) in asymmetric buildings can cause liquefaction, twisting vibrations, and reduced structural resistance.
Purpose of the Study:
- To propose a novel Born Frequency Distribution-Ebola Neural Network Controller with Frequency Cyclic Linear Analysis for ATMD systems.
- To address challenges in frequency matching, optimal control, and real-time estimation of damper mass and control force.
- To improve seismic resilience and reduce vibration, acceleration, and displacement in asymmetric buildings.
Main Methods:
- A Born-Jordan Vibration Dose-based Eigensystem Frequency Distribution was used for optimal frequency matching and isolating Sole Causative Factors (SCF).
- An Ebola-optimized Graph Multivariable Adaptive Neural Network (E-GMANN) was employed for dynamic estimation of damper mass and real-time control force.
- Frequency Domain-Cyclic Equivalent Linear Analysis (TD-CELA) was utilized to address non-linear soil behavior and enhance deformation prediction.
Main Results:
- The proposed model significantly reduces vibration, acceleration, and displacement compared to existing methods.
- The novel controller enhances KPI tracking and system responsiveness through real-time adjustments.
- Improved frequency matching and isolation of causative factors led to enhanced structural resilience.
Conclusions:
- The developed ATMD control system, integrating advanced neural networks and analysis techniques, offers superior seismic vibration mitigation for asymmetric buildings.
- The study highlights the effectiveness of the proposed methods in overcoming limitations of traditional control algorithms and addressing SSI effects.
- This research contributes to more resilient and safer building designs in earthquake-prone regions.
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