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Keywords:
SIR GEORGE WILLIAMS UNIVERSITY MONTREAL,
MODELS,
BRIDGES,
BEHAVIOUR,
DISPLACEMENT,
LIVE,
FORCES,
LINES,
AXIAL,
COMPUTERS,
ANALYSIS,
CABLE STAYED,
INTERNAL,
LOADS,
CABLES,
STAYS,
INSTRUMENTATION,
SIMILITUDE,
DESIGN,
NON LINEAR,
STRESS,
DEAD,
POST TENSIONING,
INFLUENCE,
DATA,
THEORY
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© Thomas Telford and ICE
1971
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