Calculation of Timber Outlook Tower with Influence of Behavior of “Steel-Timber” Connection

Jiri Kala; Vlastislav Salajka; Petr Hradil

doi:10.4028/www.scientific.net/AMR.428.165

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 428Calculation of Timber Outlook Tower with Influence...

Calculation of Timber Outlook Tower with Influence of Behavior of “Steel-Timber” Connection

Abstract:

The paper describes the dynamics analysis of the timber truss tower structure located near Bohdaneč village. Regular static analysis and response on dynamic wind action detailed calculations of tower was performed. Article contents description of elaborated analysis, results summary and qualifying reliability of the structure considering dynamic wind effect in direction of the flow, vortex excitation and pedestrians’ movement action.

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Periodical:

Advanced Materials Research (Volume 428)

Pages:

165-168

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.428.165

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Online since:

January 2012

Authors:

Jiri Kala, Vlastislav Salajka, Petr Hradil

Keywords:

Dynamic Action, Outlook Tower, Pedestrian Load, Pinned Fastener, Timber Structure, Wind Load

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References

[1] Information on http: /rozhledny2. webzdarma. cz/bohdanec. htm.

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[2] Salajka, V., Kala, J. Outlook tower structure estimation in the aspect of dynamic excitation, Proc. International Conference VSU 2008, 2008, Sofia, Bulgaria, pp. IX-50-55, ISBN 978-954-331-020-3.

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[3] Project Outlook tower Bohdaneč,. Documentation. Plots no. S_01, S_02, S_03, Z1, Z2, 1_1, 1_8, S_P1, S_P2, S_P3, S_P4, S_P5. TAROS - NOVA ltd., 5/(2006).

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[4] P. Hradil, J. Kala, V. Salajka, P. Vymlatil, The application of concrete nonlinear model exposed to impact load, In Proc. of the 13th WSEAS Int. Conf. on Automatic Control, Modelling & Simulation (ACMOS '11), Lanzarote, Spain, 2011, pp.283-286.

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