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Keywords:
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,
SIR GEORGE WILLIAMS UNIVERSITY MONTREAL
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© Thomas Telford and ICE
1971
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