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Keywords:
WS ATKINS & PARTNERS,
SHEFFIELD UNIVERSITY,
COLUMNS,
STRENGTH,
IMPERFECTIONS,
ECCENTRIC,
STEEL,
ULTIMATE,
SEMI RIGID,
DEFLECTION,
ENDS,
RESTRAINT,
STIFF,
BEAMS,
STEELWORK,
BEHAVIOUR,
CURVES,
NON LINEAR,
ROTATION,
MOMENTS,
STRESS,
RESIDUAL,
LOADS,
ANALYSIS,
INTERACTION,
FORMULAE,
THEORY,
FAILURES
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© Thomas Telford and ICE
1987
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