Time-Domain Characteristics of Residential Parking and SEM-BL Integration Model of Parking Method Choice Behaviour

Table 8

The calculation results of the structure equation model of developers’ parking method preference.

Method	Influence variables	Self-propelled type		Lift-sliding type		Storage Type		Vertical Lifting Type		Error standard deviation
		Parameter	t Value	Parameter	t Value	Parameter	t Value	Parameter	t Value	Parameter	t Value
Structural mode	TR	0.87	2.09	—	—	—	—	—	—	0.23	7.57
	AC	—	—	—	—	−0.65	3.28	−0.13	2.65	1.65	8.23
	PR	−0.23	2.45	0.43	2.69	0.87	3.38	—	—	0.78	7.34
Measurement mode	PZZ1	0.76	8.02	—	—	—	—	—	—	2.86	7.54
	PZZ2	0.62	6.43	—	—	—	—	—	—	0.99	7.86
	PZZ3	0.05	1.93	—	—	—	—	—	—	1.23	7.43
	PSH1	—	—	0.98	7.36	—	—	—	—	1.36	5.54
	PSH2	—	—	0.26	4.43	—	—	—	—	1.25	5.23
	PSH3	—	—	0.73	6.33	—	—	—	—	0.87	6.01
	PCC1	—	—	—	—	0.65	7.39	—	—	0.54	3.87
	PCC2	—	—	—	—	0.82	8.23	—	—	0.97	4.32
	PCC3	—	—	—	—	0.74	7.13	—	—	1.43	3.08
	PCS1	—	—	—	—	—	—	0.61	3.42	0.72	7.24
	PCS2	—	—	—	—	—	—	0.87	5.76	0.98	6.89
	PCS3	—	—	—	—	—	—	0.55	2.98	1.08	5.64
	PCS4	—	—	—	—	—	—	0.74	5.02	0.64	3.54
	PCS5	—	—	—	—	—	—	0.66	4.87	1.74	2.61