This paper provides a concise, logical and operative scheme of a general procedure aimed at evaluating the alongwind, crosswind and torsional response of slender structures and structural elements. It also illustrates its application to the calculation of the 3-D wind-excited response of structures previously subjected to wind tunnel tests and full-scale measurements. The comparison between analytical and experimental results highlights the reliability of the procedure discussed herein.

Closed form prediction of 3-D wind-excited response of slender structures.

PICCARDO, GIUSEPPE;SOLARI, GIOVANNI
1998-01-01

Abstract

This paper provides a concise, logical and operative scheme of a general procedure aimed at evaluating the alongwind, crosswind and torsional response of slender structures and structural elements. It also illustrates its application to the calculation of the 3-D wind-excited response of structures previously subjected to wind tunnel tests and full-scale measurements. The comparison between analytical and experimental results highlights the reliability of the procedure discussed herein.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11567/251405
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