5 - Modern Steel Construction
5 - Modern Steel Construction
5 - Modern Steel Construction
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• earthquake can produce rather<br />
than code level forces. This has<br />
been a requirement of seismic design<br />
codes in the United Sta tes for<br />
man y years. The observed buckling<br />
failure of columns in the Mexico<br />
Earthquake has led to revisions<br />
in recent editions of the Ulliform<br />
Bllildillg Code. Those revisions require<br />
columns in braced frames to<br />
be designed for seismic axial loads<br />
approximating those actually expected<br />
rather than the much lower<br />
"code level" forces used to proportion<br />
the balance of the frame.<br />
Adoption of this practice should<br />
prevent similar failures from occurring<br />
in steel frames in the future.<br />
Unfortunately, design requirements<br />
for other construction<br />
materials, with less capacity to resist<br />
inelastic demands, do not yet<br />
require consideration of this failure<br />
mode.<br />
1987: New Zealand<br />
Earthquake<br />
• In March 1987, the north island<br />
of New Zealand was struck by the<br />
magnitude 6.25 Edgecumbe Earthquake.<br />
That quake produced<br />
ground surface rupture along a<br />
distance of 15 kilometers, with vertical<br />
offsets in excess of 2 meters.<br />
The resulting ground motions<br />
caused wood-frame homes to slide<br />
off their foundations; overturned<br />
diesel locomotives and trucks; destroyed<br />
many light-gauge stainless<br />
steel tanks at a large milk-processing<br />
facility; ripped apart a shopping<br />
center constructed of tilt-up<br />
concrete; and severely damaged<br />
the Matahina Dam, a major earthfill<br />
structure located about 10 kilometers<br />
away, requiring the reservoir<br />
to be drained to allow repairs.<br />
The region around Edgecumbe<br />
is predominantly agricultural and<br />
as a result contains relatively few<br />
major structures. However, there<br />
are three large pulp and paper<br />
mills in the epicentral region. The<br />
Caxton and Tasman mills are lo<br />
•<br />
cated about 5 kilometers from the<br />
fault rupture and are esti mated to<br />
have experienced peak ground accelerations<br />
in excess of O.35g. The<br />
Whakatane mill, located about 15<br />
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