Civil Engineering Reference
In-Depth Information
3m
1m
0.7m
0.15m
5m
3m
2.5m
0.15m
5.5m
6m
3m
2.5m
0.15m
3m
2.5m
5m
4m
z
y
x
x
C5
C1
C2
B1
B2
B11
B9
B7
C9
C3
C4
B3
B4
B8
B12
B10
C6
C7
y
C8
B6
B5
x
Figure 4.2
Sample RC frame used in this chapter
or non-coherent response analyses may be undertaken in the frequency or time domains. Further details
on frequency-domain analysis are available in Clough and Penzien (1993) and Zerva (2008) ; meanwhile
many researchers have developed analytical approaches for asynchronous analysis using response
history representation (e.g. Price and Eberhard, 1998 ; Tzanetos
et al
., 2000 ; Sextos
et al
., 2003b ).
