Maximal Multivariable Coefficient Analysis between Vibration Limits and Relevant Factors in General Buildings
Abstract
:1. Introduction
2. Methodology and Statistics of Factors
2.1. Data Collection of Relevant Factors
2.2. Statistics of Relevant Factors
2.2.1. Biological Factors
2.2.2. Environmental Factors
3. Correlation Analysis by MIC
3.1. Definition of MIC
- Explore all grids up to a maximal grid resolution (dependent on the size of the sample) and estimate the joint probability density function of vibration limits and factors;
- Compute mutual information in every possible condition and find the biggest one;
- Normalize the biggest mutual information by considering the number of grid cells.
- Generality: The MIC between two groups of data is determined by the relevance of them, not the type of functional relationship;
- Equitability: The MIC gives similar scores to equally noisy relationships of different types;
- Normalization: The MIC ranges from 0 to 1 when the correlation between two groups of data increases.
3.2. MICs between Factors and Vibration Limits
4. Curve Fitting of Key Factors and Vibration Limits
4.1. Fitting Function of BMI and Vibration Limits
4.2. Fitting Function of Crest Factor and Vibration Limits
4.3. Probability Prediction of Vibration Serviceability
5. Conclusions and Discussion
5.1. Conclusions
5.2. Discussion
Author Contributions
Funding
Informed Consent Statement
Conflicts of Interest
References
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Relevant Factor | Range |
---|---|
Gender | Male/Female |
Age | 12–72 (y) |
Height | 132–189 (cm) |
Weight | 37–95 (kg) |
Statement | Resting/Working/Walking/Running/Other |
Gesture | Sitting/Standing/Recumbent/Other |
Vibration magnitude | 0.0037–4.38 (rms, m/s2) |
Crest factor | 4–64 |
Direction of vibration | Vertical/Horizontal/Other |
Vibration source | Human activity/ Traffic/Wind/Machine/Construction/Other |
Longitude | −157.81–139.78 (°) |
Latitude | 19.77–53.47 (°) |
Site | Building/Roadside/Metro/Footbridge/Other |
Storey | 1–58 |
Near window | Yes/No |
Visual cues | Firstly perceive vibration by: body/visual cues/both/other |
Vibration Indice | Abbreviation | Formula |
---|---|---|
peak of acceleration | peak | * |
root-mean-square of acceleration | rms | |
vibration dose value | VDV | |
root-mean-quad of acceleration | rmq | |
maximal transient vibration value | MTVV |
Forms of Relationship | |||||
---|---|---|---|---|---|
y~x | y~ln(x) | y~ex | y~x2−2x | y~x−1 | |
Pearson | 0.3621 | 0.3466 | −0.0063 | 0.3581 | −0.3172 |
Spearman | 0.7273 | 0.7273 | 0.7273 | 0.7273 | −0.7273 |
MIC | 0.4851 | 0.4851 | 0.4851 | 0.4851 | 0.4851 |
Gender | Limits | a | b | c | R2 | t-Test | LF Test | 95% CI (±1.96σ) |
---|---|---|---|---|---|---|---|---|
Female | Perception | 0.0066 | 17.98 | 0.1629 | 0.9121 | 0 | 0 | 0.0987 |
Comfort | 0.0747 | 20.35 | 0.0571 | 0.9344 | 0 | 0 | 0.2834 | |
Male | Perception | 0.0224 | 20.42 | 0.1692 | 0.8456 | 0 | 0 | 0.0494 |
Comfort | 0.0384 | 27.54 | 0.3655 | 0.8488 | 0 | 0 | 0.4062 |
Gender | Limits | a | b | c | R2 | t-Test | LF Test | 95% CI (±1.96σ) |
---|---|---|---|---|---|---|---|---|
Female | Perception | 0.0019 | 17.05 | 0.0618 | 0.9072 | 0 | 0 | 0.0354 |
Comfort | 0.0368 | 20.93 | 0.0559 | 0.8016 | 0 | 0 | 0.1889 | |
Male | Perception | 0.0077 | 20.25 | 0.0732 | 0.8678 | 0 | 0 | 0.0354 |
Comfort | 0.0174 | 26.69 | 0.2104 | 0.8146 | 0 | 0 | 0.1273 |
Indice | Limits | α | β | γ | δ | R2 | t-Test | LF Test | 95% CI (±1.96σ) |
---|---|---|---|---|---|---|---|---|---|
sVDV (m/s1.75) | Perception | 0.6265 | 547.4 | 33.91 | 344.4 | 0.9871 | 0 | 0 | 0.0374 |
Comfort | 1.830 | −6.914 | 0.2458 | 0.0007 | 0.6834 | 0 | 0 | 0.4281 | |
1 s MTVV (m/s2) | Perception | 0.3090 | 30.31 | 2.001 | 15.50 | 0.9865 | 0 | 0 | 0.0184 |
Comfort | 0.7558 | 320.8 | 43.75 | 209.4 | 0.7843 | 0 | 0 | 0.1882 |
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Cao, L.; Chen, J. Maximal Multivariable Coefficient Analysis between Vibration Limits and Relevant Factors in General Buildings. Buildings 2022, 12, 807. https://doi.org/10.3390/buildings12060807
Cao L, Chen J. Maximal Multivariable Coefficient Analysis between Vibration Limits and Relevant Factors in General Buildings. Buildings. 2022; 12(6):807. https://doi.org/10.3390/buildings12060807
Chicago/Turabian StyleCao, Lei, and Jun Chen. 2022. "Maximal Multivariable Coefficient Analysis between Vibration Limits and Relevant Factors in General Buildings" Buildings 12, no. 6: 807. https://doi.org/10.3390/buildings12060807
APA StyleCao, L., & Chen, J. (2022). Maximal Multivariable Coefficient Analysis between Vibration Limits and Relevant Factors in General Buildings. Buildings, 12(6), 807. https://doi.org/10.3390/buildings12060807