Table 3.

Estimated parameters for the exposure-response of construction vibration with self-reported sensitivity as a factor.

Parameter Estimates	Estimates
	Estimates	SE	95% CI
			Lower	Upper
Threshold (τ)
Highly Annoyed	1.046 *	0.588	−0.106	2.197
Location (${\beta }_0$)
log10 VDVm,24h	0.908 ***	0.261	0.397	1.419
Sensitivity (${\beta }_1$)	0.845 ***	0.114	0.622	1.068

Link function: Logit. n = 250, * $p<0.1$, *** $p<0.001$. Cox and Snell $R_{\mathrm{pseudo}}^2=0.316$, Nagelkerke $R_{\mathrm{pseudo}}^2=0.333$.