Table 5.

Estimated parameters for the exposure-response of construction vibration with expectations of future vibration as a factor.

Parameters	Estimates
	Estimates	SE	95% CI
			Lower	Upper
Threshold (τ)
Highly Annoyed	−1.148 *	0.503	−2.134	−0.163
Location (β)
log10 VDVm,24h	1.213 ***	0.253	0.716	1.710
Expectation	0.567 *	0.245	0.086	1.048
(vibrations will worsen)

Link function: Logit. $n=248$. Cox and Snell $R_{\mathrm{pseudo}}^2=0.133$, Nagelkerke $R_{\mathrm{pseudo}}^2=0.14$. * $p<0.1$, *** $p<0.001$.