Stability design of cable-stayed columns

T. Tankova; L. Simões Da Silva; J. P. Martins

Stability design of cable-stayed columns

T. Tankova, L. Simões Da Silva, J. P. Martins

Research output: Contribution to conference › Paper › peer-review

Abstract

Pre-stressed stayed columns offer several advantages among traditional ones: they have enhanced buckling resistance in comparison to conventional columns provided by the prestressed cables and cross-arms; they are also aesthetically appealing, combining a strong architectural effect with a top notch of engineering solution. In this paper, design rule for stability design of pre-stressed cable-stayed columns is presented. It is based on the well-known Ayrton-Perry format, i.e., on a combination of first and second order effects. It is consistent with the design rules for uniform columns in Eurocode 3.

Original language	English
Publication status	Published - 2019
Externally published	Yes
Event	2019 International Colloquium on Stability and Ductility of Steel Structures, SDSS 2019 - Prague, Czech Republic Duration: 11 Sept 2019 → 13 Sept 2019

Conference

Conference	2019 International Colloquium on Stability and Ductility of Steel Structures, SDSS 2019
Country/Territory	Czech Republic
City	Prague
Period	11/09/19 → 13/09/19

Cite this

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title = "Stability design of cable-stayed columns",

abstract = "Pre-stressed stayed columns offer several advantages among traditional ones: they have enhanced buckling resistance in comparison to conventional columns provided by the prestressed cables and cross-arms; they are also aesthetically appealing, combining a strong architectural effect with a top notch of engineering solution. In this paper, design rule for stability design of pre-stressed cable-stayed columns is presented. It is based on the well-known Ayrton-Perry format, i.e., on a combination of first and second order effects. It is consistent with the design rules for uniform columns in Eurocode 3.",

author = "T. Tankova and {Sim{\~o}es Da Silva}, L. and Martins, {J. P.}",

year = "2019",

language = "English",

note = "2019 International Colloquium on Stability and Ductility of Steel Structures, SDSS 2019 ; Conference date: 11-09-2019 Through 13-09-2019",

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TY - CONF

T1 - Stability design of cable-stayed columns

AU - Tankova, T.

AU - Simões Da Silva, L.

AU - Martins, J. P.

PY - 2019

Y1 - 2019

N2 - Pre-stressed stayed columns offer several advantages among traditional ones: they have enhanced buckling resistance in comparison to conventional columns provided by the prestressed cables and cross-arms; they are also aesthetically appealing, combining a strong architectural effect with a top notch of engineering solution. In this paper, design rule for stability design of pre-stressed cable-stayed columns is presented. It is based on the well-known Ayrton-Perry format, i.e., on a combination of first and second order effects. It is consistent with the design rules for uniform columns in Eurocode 3.

AB - Pre-stressed stayed columns offer several advantages among traditional ones: they have enhanced buckling resistance in comparison to conventional columns provided by the prestressed cables and cross-arms; they are also aesthetically appealing, combining a strong architectural effect with a top notch of engineering solution. In this paper, design rule for stability design of pre-stressed cable-stayed columns is presented. It is based on the well-known Ayrton-Perry format, i.e., on a combination of first and second order effects. It is consistent with the design rules for uniform columns in Eurocode 3.

UR - http://www.scopus.com/inward/record.url?scp=85084023645&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:85084023645

T2 - 2019 International Colloquium on Stability and Ductility of Steel Structures, SDSS 2019

Y2 - 11 September 2019 through 13 September 2019

ER -

Stability design of cable-stayed columns

Abstract

Conference

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