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Case review
Lessons learnt
Introduction
Typical arrangement
Mass damper
Citicorp Centre arrangement
-Analyzed by Swiss federal Institute of technology in Zurich
THANKS FOR YOUR ATTENTION,
QUESTIONS?
WAS LEMESSURIER A GOOD OR A BAD DESIGNER?
-Night shifts during three months
-Welded 2" steel plates over each of the 200 Skyscrapper´s bolted joints.
400 ton concrete tuned mass damper
Diagonal girders to transfer the load to the four columns
with welded joints.
Four nine-story stilts and a central column.