A New Pre-Stressed Bracing System for Tall Buildings

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

A New Pre-Stressed Bracing System for Tall Buildings

Popis výsledku v původním jazyce

To reach greater heights with building structures, it is necessary to search for new materials and especially constructional systems. Requirements for the bracing system are increasing with the height. The bracing system should not only transfer all horizontal loads to the ground, but it also eliminates horizontal deflections and dynamic response of the structure originated due to wind and seismic load. The goal of the proposed bracing system is using the circular straining beam constructional system which is loaded mainly by axial compressive forces. This type of bracing system also carries part of the vertical loads. The stiffness and the complex stability of the circular staining beam proceeds using pre-stressed bars (the bicycle analogy). To find the optimal solution of the proposed bracing system, several twodimensional and three-dimensional numerical models have been tested. The best models are presented and compared.

Název v anglickém jazyce

A New Pre-Stressed Bracing System for Tall Buildings

Popis výsledku anglicky

To reach greater heights with building structures, it is necessary to search for new materials and especially constructional systems. Requirements for the bracing system are increasing with the height. The bracing system should not only transfer all horizontal loads to the ground, but it also eliminates horizontal deflections and dynamic response of the structure originated due to wind and seismic load. The goal of the proposed bracing system is using the circular straining beam constructional system which is loaded mainly by axial compressive forces. This type of bracing system also carries part of the vertical loads. The stiffness and the complex stability of the circular staining beam proceeds using pre-stressed bars (the bicycle analogy). To find the optimal solution of the proposed bracing system, several twodimensional and three-dimensional numerical models have been tested. The best models are presented and compared.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2009

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing

ISBN

978-1-905088-30-0

ISSN

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e-ISSN

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Počet stran výsledku

15

Strana od-do

1-15

Název nakladatele

Civil-Comp Press

Místo vydání

Kippen, Stirlingshire

Místo konání akce

Funchal

Datum konání akce

1. 9. 2009

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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