Higher-order horizontally-curved beam fi
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Fathalla M. El-Amin; Mohamed A. Kasem
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Article
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1978
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John Wiley and Sons
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English
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The flexural stiffness for a horizontally curved beam element is developed for nodal parameters wi, (a wlds),, pi, (@/as),, (a'p/ds'),, (d3p/as3), by assuming a cubic displacement function for vertical deflection w, and a seventh order polynomial function for the angle of twist /3, along the length