Page 319 - Marine Structural Design
P. 319
Chapter 14 Offshore Structures Under Impact Loah 295
tc)
6.2
“R 104 - p,
Y6 -
00 -
I2 60 Pm,:6B67N
t (msl
Figure 14.3 Dynamic Elastic-plastic Behavior of Portal Frame
Subjected to Impact Loads
a. A2D frame
b. Applied impact load
c. FE model in MARC analysis
d. Time history of displacement at impact point
