Assessing seismic risks for new and existing buildings using performance-based earthquake engineering (PBEE) methodology - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 319

Table 12.4 Description of the damage states and repair costs for each
performance groups included in the performance assessment ( × $US 1000)

PG DS1 DS2 DS3 DS4 Note

SW No

damage

Cracking Complete

failure

$0 $15 to $22 $30 to $44 Per

component

SWBE No

damage

Spalling

$0 $5.7 Per

component

LB No

damage

Residual
cracks

Residual
cracks

Buckling or
fracture of
diagonal
bar,
crushing of
concrete

≤ >

1/16 ″ wide 1/8 and

minor
spalling

″

$0 $20.4 $25.5 $37.4 Per

component

GC No

damage

Slab yield
w/
residual
crack

Punching

$0 $19.5 $23.5 Per

component

CW No

damage

Glass
cracking

Glass
falling

$0 $1.6 to $3.0 $1.6 to

$3.0

Per
component

IP No

damage

Damaged

$0 $9.7 to $15.8 Per fl oor

Elevator No

damage

Damaged

$0 $47.1 Per building

Content No

damage

Damaged

$0 $50 Per fl oor

respectively. A total of 75 pairs of ground motions (15 pairs per hazard
level) were selected and scaled to match the target spectrum at each of
hazard levels. The multiple hazard levels were selected to represent the
range of earthquake shaking intensities exposed by the structure.

12.3.3 Response analysis

Nonlinear analytical models of the prototype buildings were developed
using Perform-3D (CSI 2009). The analytical model needs to have suffi cient