How Does Building Height Affect Resonance During Earthquakes?

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SUMMARY

This discussion focuses on the relationship between building height and resonance during earthquakes, utilizing a model constructed from LEGO blocks and a vibration generator set to frequencies of 2, 4, 6, 8, and 10 Hz. The investigation aims to determine the maximum deflection of the building at various heights, with graphs illustrating height versus deflection and frequency versus maximum deflection. Key physics concepts discussed include simple harmonic motion and resonance, with suggestions for further analysis involving harmonic analysis equations and finite element analysis (FEA) to correlate experimental results with theoretical models.

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  • Understanding of simple harmonic motion
  • Familiarity with resonance principles
  • Basic knowledge of finite element analysis (FEA)
  • Proficiency in using Excel for modeling
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  • Research harmonic analysis equations for finite thickness rods and rectangular towers
  • Learn how to perform finite element analysis using software like ANSYS or MATLAB
  • Explore advanced modeling techniques in Excel for structural analysis
  • Investigate the correlation between experimental data and theoretical predictions in structural dynamics
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Students in physics or engineering, structural engineers, and researchers interested in earthquake engineering and building design.

bob4000
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i have undertaken an investigation, where the aim is to establish a relationship between the frequencies of an earthquake, and the height of the building(at maximum deflection parallel to motion). to do this, a model was created; a building of lego blocks and a vibration generator set to reciprocate at frequencies 2,4,6,8,10 Hz (all frequencies investigated separately). the height at which maximum deflection was acheived was takes as the resonant point. the building started at 2 blocks, increasing in increments of 2 blocks each time. the deflection and height was then plotted. graphs were plotted to illustrate height vs deflection and frequency vs max deflection.

now how would i relate this to relevant physics theories/laws. it MAY not seem difficult to yourself, but it has baffled both of my teachers. the ones that I know we have to discuss are simple harmonic motion and resonance. but we have trouble applying even these to this investigation. how would i deduce any information/analyse from such graphs as mentioned above.

I AM NOT ATTEMPTING TO GET SOMEONE TO DO THIS FOR ME, JUST POSITIVE IN DEPTH GUIDANCE.

Thank You for reading this.

PLEASE E-MAIL ME AT surjmann2907@hotmail.com FOR ANY PROOF OF WORK DONE
 
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It seems like the first step would be to write the harmonic analysis equations for a finite thickness rod, or maybe a finite thickness rectangular tower in the direction of the flat faces.

Then the next step toward understanding a building's motion would be to perform a finite element analysis using a computer. In the simplest version, you could just use Excel to construct a 10-floor building with known masses, spring constants, dampings, etc. In a more complicated analysis, you could use existing FEA software, or write your own code. In the end, you should be able to correlate the experimental results with your FEA results, as long as you have modeled the physical situation well in your code.
 

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