Table 8: The values of maximum response of structural frames along various eccentricities.

El Centro time-history accel. loadingGeneral characteristics
Models and numbersMax. ecc.
( )
Max. acc.
(g)
Max. vel.
(cm/s)
Max. displ.
(cm)
Initial stiffness
(KN/cm)
Period
(1st mode)
(Sec)
at first yield point
(cm)

ODBS (p0)0.000.34246.083.93491.780.472.83
ODBS (p1)0.10.26140.144.67315.590.592.49
ODBS (p2)0.20.17537.725.10158.510.832.31
ODBS (p3)0.30.07333.306.0677.491.192.1
ODBS (p4)0.40.03434.716.8137.771.711.7
ODBS (p5)0.50.02836.956.2217.362.521.6
ODBS (p6)0.60.02338.716.166.504.121.3
ODBS (p7)0.70.01840.086.001.239.481.1

X-bracing0.58178.352.04894.390.392.96