Title of article
Code approaches to vortex shedding and own model
Author/Authors
K. Flaga، نويسنده , , Andrzej and Lipecki، نويسنده , , Tomasz، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2010
Pages
7
From page
1530
To page
1536
Abstract
The analysis of lateral response of tower-like structures of circular cross-sections due to vortex excitation is considered in this paper. Calculations are carried out according to own mathematical model of vortex shedding and with utilization of own computer program that is an implementation of the model. Maximum top displacements are compared with results obtained according to several well-known standard models and also with full-scale measurements.
Keywords
Steel chimneys , Wind load code approaches , Concrete chimneys , Vortex excitation
Journal title
Engineering Structures
Serial Year
2010
Journal title
Engineering Structures
Record number
1644816
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