Page 333 - Marine Structural Design

ChapterI5 Oflshore Structures Under Earthquake Loads 309

b.wldIh of ham
unit .mm
E = I379 Y IO' Nlmm'
P. =qbIy/L
4.253.05 Nlmm'

I 1
0 0.5 1.0 1.5 2.0 2.5
Central deflrclion. wll

Figure 15.1 Elastic-Plastic Large Displacement Analysis of a Clamped
Beam Under Central load

1.1 W18-35 W14-26 Wl4-26 44
I I I

N
t-

Figure 15.2 Two-Dimensional Frame Subjected to Earthquake Loading