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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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