A New Pre-Stressed Bracing System for Tall Buildings

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F09%3A86081731" target="_blank" >RIV/61989100:27120/09:86081731 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
A New Pre-Stressed Bracing System for Tall Buildings
Original language description
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.
Czech name
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Czech description
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Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
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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Number of pages
15
Pages from-to
1-15
Publisher name
Civil-Comp Press
Place of publication
Kippen, Stirlingshire
Event location
Funchal
Event date
Sep 1, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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