Short answer

Incorporate inerter-based vibration absorber designs (TMDI, TID) into the structural design process for high-rise buildings to achieve superior wind-induced vibration mitigation, especially for acceleration, with potentially lower mass requirements.

Field
Modelling
Source
Applied Sciences (2019)
Method
Simulation and experimental validation
Evidence
Strong effect

By leveraging the mass-amplification effect of inerters, Tuned Mass-Damper-Inerters (TMDIs) and Tuned Inerter Dampers (TIDs) offer superior vibration control for tall structures compared to conventional Tuned Mass Dampers (TMDs), even with reduced attached mass. This modelling research insight is drawn from a 2019 study published in Applied Sciences. Using Simulation and experimental validation, researchers explored how this design variable affects real-world outcomes. The key design takeaway: Incorporate inerter-based vibration absorber designs (TMDI, TID) into the structural design process for high-rise buildings to achieve superior wind-induced vibration mitigation, especially for acceleration, with potentially lower mass requirements.

Study
ModellingHigh ImpactStrong effect

Inerter-based vibration absorbers significantly outperform traditional TMDs in high-rise building wind response mitigation

By leveraging the mass-amplification effect of inerters, Tuned Mass-Damper-Inerters (TMDIs) and Tuned Inerter Dampers (TIDs) offer superior vibration control for tall structures compared to conventional Tuned Mass Dampers (TMDs), even with reduced attached mass.

Applied Sciences · 2019

01

Key Findings

  • 01Inerter-based vibration absorbers (TMDI and TID) achieve better wind-induced vibration mitigation than traditional TMDs.
  • 02Optimal performance for TMDI/TID is achieved with a lower installation floor than the topmost floor.
  • 03TMDI/TID can provide superior vibration mitigation, especially for acceleration response, with lower or null attached mass compared to TMDs.
02

Application

Design takeaway

Incorporate inerter-based vibration absorber designs (TMDI, TID) into the structural design process for high-rise buildings to achieve superior wind-induced vibration mitigation, especially for acceleration, with potentially lower mass requirements.

How to apply

When designing vibration control systems for tall buildings subjected to wind loads, model and evaluate TMDI and TID configurations alongside traditional TMDs, paying close attention to the impact of installation location and mass ratios.

Project actions

  • 01When modelling vibration absorbers, consider using simulation software that can incorporate inerter elements.
  • 02Explore the trade-offs between mass, stiffness, and damping for different absorber configurations.
  • 03Investigate the impact of absorber placement on overall building response.
03

Method & Evidence

AimTo investigate the effectiveness of inerter-based vibration absorbers (TMDIs and TIDs) in mitigating wind-induced responses of high-rise buildings and compare their performance against traditional TMDs.
MethodSimulation and experimental validation
ProcedureA finite element model of a 340m tall building was developed. Aerodynamic forces were simulated using wind tunnel test data for a scaled prototype. Performance-based optimization was conducted for TMDIs and TIDs, considering installation floor, frequency, and damping ratio as design variables. The performance of optimally designed TMDIs and TIDs was compared to that of TMDs under various wind directions.
ContextStructural engineering, high-rise building design, wind engineering

Variables

IV["Type of vibration absorber (TMD, TMDI, TID)","Installation floor of the absorber","Mass ratio","Frequency ratio","Damping ratio"]
DV["Displacement response of the building","Acceleration response of the building","Equivalent static wind loads (ESWLs)"]
CV["Building structural properties (mass, stiffness)","Wind characteristics (direction, speed)","Surrounding environmental conditions"]
04

Strengths & Limitations

Strengths

  • +Utilizes realistic wind excitation data from wind tunnel tests.
  • +Performs performance-based optimization with explicit consideration of installation floor.
  • +Compares multiple absorber types under various wind directions.

Limitations

The accuracy of the simulation depends heavily on the quality of the input data (e.g., wind tunnel results, material properties). Scaling effects in physical models can also introduce inaccuracies.

Reliability & validity

The use of wind tunnel data and finite element modelling provides a strong basis for validity. Reliability would depend on the reproducibility of the simulation results and the consistency of the experimental data.

Think critically

How might the 'mass-amplification effect' of inerters be further exploited in other structural or mechanical vibration control applications beyond tall buildings?

05

Design Principles

"Leverage mass-amplification effects through inerter technology for enhanced vibration control in structures."

This research provides a robust modelling approach for optimizing vibration mitigation systems in tall buildings. Understanding the performance benefits of inerter-based systems allows designers to develop more effective and potentially lighter solutions for enhancing structural stability and occupant comfort under wind loads.

06

What This Means for Your Design

New types of vibration absorbers that use 'iners' are much better at stopping tall buildings from shaking in the wind than the old types, and they can work even if they are lighter.

How to use in your project

  • 1.Use the findings to justify the selection of a particular vibration control strategy in your design project.
  • 2.Reference the study when discussing the performance of different vibration mitigation systems.
  • 3.Incorporate similar modelling approaches to analyze the effectiveness of your proposed design solutions.
07

Add to My Project

08

Quick Cite

Paragraph starter

The investigation into inerter-based vibration absorbers for high-rise buildings demonstrates a significant advancement over traditional methods. By incorporating inerters, systems like the Tuned Mass-Damper-Inerter (TMDI) and Tuned Inerter Damper (TID) leverage mass-amplification to achieve superior mitigation of wind-induced responses, particularly in reducing acceleration, even with reduced attached mass. This suggests a promising direction for future structural design projects aiming for enhanced stability and occupant comfort.

09

Source

Applied Sciences

Wind-Induced Response Control of High-Rise Buildings Using Inerter-Based Vibration Absorbers

journal · 2019

View source

Questions About This Research

What does the research say about inerter-based vibration absorbers significantly outperform traditional tmds in high-rise building wind response mitigation?
Incorporate inerter-based vibration absorber designs (TMDI, TID) into the structural design process for high-rise buildings to achieve superior wind-induced vibration mitigation, especially for acceleration, with potentially lower mass requirements. Evidence: Applied Sciences (2019).
Why does "Inerter-based vibration absorbers significantly outperform traditional TMDs in high-rise building wind response mitigation" matter for design?
This research provides a robust modelling approach for optimizing vibration mitigation systems in tall buildings. Understanding the performance benefits of inerter-based systems allows designers to develop more effective and potentially lighter solutions for enhancing structural stability and occupant comfort under wind loads.
How can designers apply this research?
Incorporate inerter-based vibration absorber designs (TMDI, TID) into the structural design process for high-rise buildings to achieve superior wind-induced vibration mitigation, especially for acceleration, with potentially lower mass requirements.
What were the main findings?
Inerter-based vibration absorbers (TMDI and TID) achieve better wind-induced vibration mitigation than traditional TMDs.. Optimal performance for TMDI/TID is achieved with a lower installation floor than the topmost floor.. TMDI/TID can provide superior vibration mitigation, especially for acceleration response, with lower or null attached mass compared to TMDs.
What research method was used?
Simulation and experimental validation.
How strong is the evidence?
Evidence strength is rated Strong effect, based on a 2019 journal from Applied Sciences.
What should I do differently in my next project?
When designing vibration control systems for tall buildings subjected to wind loads, model and evaluate TMDI and TID configurations alongside traditional TMDs, paying close attention to the impact of installation location and mass ratios.
What are the limitations?
The study is based on a specific building case study and wind tunnel data; results may vary for different building geometries, wind conditions, and surrounding environments. The optimization process focused on specific performance metrics.