Advances in Civil Engineering

Research Article

A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures

Damage scenarios of the numerical example.


Case	Reduced percentage of stiffness
Case	k₁	k₂	k₃	k₄	k₅	k₆

Dam_2F5%	0	5	0	0	0	0
Dam_2F10%	0	10	0	0	0	0
Dam_2F15%	0	15	0	0	0	0
Dam_2F20%	0	20	0	0	0	0
Dam_2F25%	0	25	0	0	0	0
Dam_3F5%	0	0	5	0	0	0
Dam_3F10%	0	0	10	0	0	0
Dam_3F15%	0	0	15	0	0	0
Dam_3F20%	0	0	20	0	0	0
Dam_3F25%	0	0	25	0	0	0
Dam_4F5%	0	0	0	5	0	0
Dam_4F10%	0	0	0	10	0	0
Dam_4F15%	0	0	0	15	0	0
Dam_4F20%	0	0	0	20	0	0
Dam_4F25%	0	0	0	25	0	0
Dam_2F&4F5%	0	5	0	5	0	0
Dam_2F&4F10%	0	10	0	10	0	0
Dam_2F&4F15%	0	15	0	15	0	0
Dam_2F&4F20%	0	20	0	20	0	0
Dam_2F&4F25%	0	25	0	25	0	0
Dam_2F10%&4F15%	0	10	0	15	0	0
Dam_2F10%&4F20%	0	10	0	20	0	0
Dam_2F15%&4F10%	0	15	0	10	0	0
Dam_2F20%&4F10%	0	20	0	10	0	0
Dam_3F&5F5%	0	0	5	0	5	0
Dam_3F&5F10%	0	0	10	0	10	0
Dam_3F&5F15%	0	0	15	0	15	0
Dam_3F&5F20%	0	0	20	0	20	0
Dam_3F&5F25%	0	0	25	0	25	0
Dam_3F10%&5F15%	0	0	10	0	15	0
Dam_3F10%&5F20%	0	0	10	0	20	0
Dam_3F15%&5F10%	0	0	15	0	10	0
Dam_3F20%&5F10%	0	0	20	0	10	0
Dam_2F&3F15%	0	15	15	0	0	0
Dam_2F&4 F&6F5%	0	5	0	5	0	5
Dam_2F&4 F&6F10%	0	10	0	10	0	10
Dam_2F&4 F&6F15%	0	15	0	15	0	15
Dam_2F&4 F&6F20%	0	20	0	20	0	20
Dam_2F&4 F&6F25%	0	25	0	25	0	25
Dam_2F5%&4F15%&6F10%	0	5	0	15	0	10
Dam_2F10%&4F15%&6F5%	0	10	0	15	0	5
Dam_2F15%&4F10%&6F5%	0	15	0	10	0	5
Dam_2F&3 F&4F15%	0	15	15	15	0	0

Note. k_i (i = 1∼6) represents the stiffness of the i^th floor.