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.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.