Reliability Assessment of Lateral Halls of Svijanska Arena

Jana Marková; Karel Jung; Vladislav Bureš

doi:10.4028/www.scientific.net/KEM.776.215

Paper Titles

Mechanical Fracture Parameters of Extruded Polystyrene
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Contribution to Solving the Damp Masonry of the Romanesque Church
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The Church Microclimate Monitoring
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Failures on Historical Buildings as a Result of Deterioration of the Foundations and the Subsoil
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Rehabilitation of Historical Drainage and Ventilation System in the Prague Castle Area
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The Plecnik´s Reconstructed Footbridge at Prague Castle, Eleven Years after
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Technology of 3D Print in Field of Renovation of Architectural Structures and Historical Buildings
p.201

Degradation of Foundations and Foundation’s Structures Achilles’ Heel of the All Saints Church from the Broumov Group
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Reliability Assessment of Lateral Halls of Svijanska Arena
p.215

HomeKey Engineering MaterialsKey Engineering Materials Vol. 776Reliability Assessment of Lateral Halls of...

Reliability Assessment of Lateral Halls of Svijanska Arena

Abstract:

Decision on repairs or strengthening of existing structures with special focus on heritage structures or structures with areas where people may congregate has to be based on detail technical survey according to ISO 13822 and ISO 2394. The extent of structural intervention has to be always well planned taking into account economic, societal and environmental aspects. It is necessary to consider whether instead of significant structural intervention which could lead to unneeded economical loss of existing structures or also to the loss of heritage value of historic monuments, it is not better to make optimisation of structural intervention and accept the procedure for effective risk management.

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Periodical:

Key Engineering Materials (Volume 776)

Pages:

215-220

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.776.215

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Cite this paper

Online since:

August 2018

Authors:

Jana Marková*, Karel Jung, Vladislav Bureš

Keywords:

Existing Structures, Reliability Level, Risk Management, Snow Load, Strengthening

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* - Corresponding Author

References

[1] ISO 13822. Bases for design of structures - Assessment of existing structures. (2010).

Google Scholar

[2] CSN 73 0038 Assessment and verification of existing structures - Supplementary guidance. (2014).

Google Scholar

[3] EN 1990 Eurocode: Basis of structural design. (2002).

Google Scholar

[4] EN 1991-1-3 Eurocode 1: Actions on structures - Part 1-3: General actions - Snow loads. (2003).

Google Scholar

[5] EN 1993-1-1 Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings. (2005).

Google Scholar

[6] ISO 2394. General principles on reliability for structures. (2015).

Google Scholar

[7] Joint Committee on Structural Safety, Probabilistic Assessment of Existing Structures, RILEM Publications S.A.R.L. (2001).

Google Scholar

[8] J. Markova, M. Holicky, K. Jung and Vl. Bures, V., Reliability assessment of cast-iron heritage structures. Proc. ESREL 2014, eds. T. Nowakowski, M. Mlynczak, A. Jodejko-Pietruczuk & S. Werbinska-Wojciechowska, Taylor and Francis/ Balkema: Leiden, pp.2201-2205 (2015).

DOI: 10.1201/b17399

Google Scholar

[9] M. Sýkora, M. Holický, J. Marková, K. Jung and T. Šenberger, Probabilistic reliability assessment of existing structures focused on industrial heritage buildings, CTU Publishing House, Prague (2016).

Google Scholar

[10] K. Jung, J. Marková and M. Sýkora, Estimating Design Resistance of Wrought Balcony Girders, Transactions of the VŠB - Technical University of Ostrava (2017).

DOI: 10.1515/tvsb-2017-0007

Google Scholar