A Reliable Visual Inspection Method for Vulnerability Assessment of Hyperstatic Structures Using Fuzzy Logic Analysis

Table 6

Nodal masses.

Floors	Node	Nodal masses; (KN/(cm/sec^2))
Cover	3010	0.108
	3020	0.196
	3030	0.108
First floor	2010	0.125
	2020	0.225
	2030	0.125