Research Article
Aug 1977
Nonlinear Analysis of Towers and Stacks
Publication: Journal of the Structural Division
Volume 103, Issue 8
Abstract
Beam-column finite elements in conjunction with transfer matrices and an incremental loading procedure are used to directly generate the total moments, and axial and transverse displacements of a stack or tower structure having a stepped or tapered cross section. The structure may be subjected to any number of concentrated shears, axial forces, and moments, as well as any number of piece-wise constant distributed transverse and longitudinal forces. By additional use of a standard Southwell plot, the transverse deflections generated by compressive axial loads may be plotted to yield the critical buckling load. Solution of the internal forces and deflections proceeds serially from the free end of the stack or tower structure, without the necessity of computing global elastic and geometric stiffness matrices. Computer storage therefore varies linearly rather than to the square of the number of finite elements used to model the stack or tower configuration.
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Information
Published In
Journal of the Structural Division
Volume 103 • Issue 8 • August 1977
Pages: 1631 - 1641
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Aug 1977
Published online: Feb 1, 2021
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Authors
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Andres V. du Bouchet, M.ASCE
Sr. Civ. Engr., C.F. Braun & Co., Murray Hill, N.J.
Mrinmay Biswas, AM.ASCE
Principal Engr., Ebasco Services Incorporated, New York, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.