Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base

The necessity to take into account flexibility of pile foundation in design of such structures as towers for mobile communication or radio equipment especially under dynamic loads (seismic, fluctuating component of wind load and the resonant vortex excitation) has been considered. The specific featu...
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Autor*in:	V.A. Sokolov [verfasserIn] D.A. Strakhov [verfasserIn] L.N. Sinyakov [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2013

Schlagwörter:	tower type structures pile foundation base flexibility of piles dynamic effects

Übergeordnetes Werk:	In: Инженерно-строительный журнал - Peter the Great St. Petersburg Polytechnic University, 2020, 39(2013), 4, Seite 46-50
Übergeordnetes Werk:	volume:39 ; year:2013 ; number:4 ; pages:46-50

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.5862/MCE.39.5

Katalog-ID:	DOAJ002135418

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callnumber-first	T - Technology
author	V.A. Sokolov
spellingShingle	V.A. Sokolov misc TA1-2040 misc TH1-9745 misc tower type structures misc pile foundation misc base misc flexibility of piles misc dynamic effects misc Engineering (General). Civil engineering (General) misc Building construction Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
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topic_title	TA1-2040 TH1-9745 Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base tower type structures pile foundation base flexibility of piles dynamic effects
topic	misc TA1-2040 misc TH1-9745 misc tower type structures misc pile foundation misc base misc flexibility of piles misc dynamic effects misc Engineering (General). Civil engineering (General) misc Building construction
topic_unstemmed	misc TA1-2040 misc TH1-9745 misc tower type structures misc pile foundation misc base misc flexibility of piles misc dynamic effects misc Engineering (General). Civil engineering (General) misc Building construction
topic_browse	misc TA1-2040 misc TH1-9745 misc tower type structures misc pile foundation misc base misc flexibility of piles misc dynamic effects misc Engineering (General). Civil engineering (General) misc Building construction
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title	Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
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title_full	Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
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title_sort	design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
callnumber	TA1-2040
title_auth	Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
abstract	The necessity to take into account flexibility of pile foundation in design of such structures as towers for mobile communication or radio equipment especially under dynamic loads (seismic, fluctuating component of wind load and the resonant vortex excitation) has been considered. The specific features of modeling of pile ductility, using program complex SCAD, were discussed and examples of corresponding calculations are given. The influence of pile parameters on internal forces and deflections of structure were also discussed. It was found, that for screw piles in the calculation results are mostly influenced by diameter of the broadening; the influence of trunk diameter of piles is considerably less. The effect of trunk pile diameter is much more important for piles without the broadening than for screw piles. It was also found that in most cases the effect of pile ductility in the vertical direction is much more significant than in horizontal.
abstractGer	The necessity to take into account flexibility of pile foundation in design of such structures as towers for mobile communication or radio equipment especially under dynamic loads (seismic, fluctuating component of wind load and the resonant vortex excitation) has been considered. The specific features of modeling of pile ductility, using program complex SCAD, were discussed and examples of corresponding calculations are given. The influence of pile parameters on internal forces and deflections of structure were also discussed. It was found, that for screw piles in the calculation results are mostly influenced by diameter of the broadening; the influence of trunk diameter of piles is considerably less. The effect of trunk pile diameter is much more important for piles without the broadening than for screw piles. It was also found that in most cases the effect of pile ductility in the vertical direction is much more significant than in horizontal.
abstract_unstemmed	The necessity to take into account flexibility of pile foundation in design of such structures as towers for mobile communication or radio equipment especially under dynamic loads (seismic, fluctuating component of wind load and the resonant vortex excitation) has been considered. The specific features of modeling of pile ductility, using program complex SCAD, were discussed and examples of corresponding calculations are given. The influence of pile parameters on internal forces and deflections of structure were also discussed. It was found, that for screw piles in the calculation results are mostly influenced by diameter of the broadening; the influence of trunk diameter of piles is considerably less. The effect of trunk pile diameter is much more important for piles without the broadening than for screw piles. It was also found that in most cases the effect of pile ductility in the vertical direction is much more significant than in horizontal.
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title_short	Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base
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Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base

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