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Szacowanie nośności murów istniejących obciążonych sejsmicznie z płaszczyzny - przegląd norm i standardów

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Warianty tytułu
EN
Capacity assessment of existing masonry walls undergoing out-of-plane seismic actions - review of chosen standards and codes
Języki publikacji
PL
Abstrakty
PL
W artykule dokonano przeglądu wybranych norm i standardów w zakresie nośności murów istniejących, obciążonych sejsmicznie z płaszczyzny. Szczególny nacisk położono na podane metody szacowania parametrów wytrzymałościowych muru, zalecenia dotyczące badań i inspekcji oraz konsekwencje przyjętego stopnia szczegółowości diagnostyki obiektów. Analizie poddano również kompletność zaleceń i ich wykonalność z inżynierskiego punktu widzenia. Skonfrontowano również zapisy normowe z dostępnymi wynikami badań doświadczalnych i opracowanych na ich podstawie wniosków.
EN
Article presents overview of chosen standards and codes in terms of seismic out-of-plane capacity of existing masonry walls. Particular attention was paid to methods of assessment of mechanical parameters, guidelines regarding testing and inspection, and consequences of diagnostics level. Also the completeness and feasibility of provided recommendations in terms of engineering practice is discussed. Standards are also confronted with available experimental data and scientific conclusions.
Czasopismo
Rocznik
Strony
182--185
Opis fizyczny
Bibliogr. 25 poz., il.
Twórcy
  • Katedra Budownictwa Ogólnego, Politechnika Wrocławska
Bibliografia
  • [1] EN 1996-1-1 Eurocode 6: Design of Masonry Structures, Part 1-1, CEN, Brussels, 2005
  • [2] EN 1998-1 Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General, European Committee for Standardization, CEN, Brussels, 2004
  • [3] EN 1998-3 Eurocode 8: Design of Structures for Earthquake Resistance, Part 3: Assessment, European Committee for Standardization, CEN, Brussels, 2005
  • [4] Lu S. et al., Next generation of Eurocode 8, masonry chapter, in Brick and Block Masonry – Trends, Innovations and Challenges – Modena, da Porto & Valluzzi (Eds), London, 2016
  • [5] CSA-S304.1-14, Design of masonry structures, Canadian Standard Association, Mississauga, 2019
  • [6] AS 3700, Masonry structures, Standards Association of Australia, Homebush, 2011
  • [7] Lawrence S. J. Marshall R. J., Virtual work design method for masonry panels under lateral load, in In Proceedings of 12th International Brick/Block Masonry Conference, Madrid, 2000
  • [8] NZ Building Act, Building Act 2004, Ministry of Business, Innovation, and Employment, 2004
  • [9] MBIE, The Seismic Assessment of Existing Buildings: Assessment Objectives and Principles, Min. of Business, Innovation and Employment, 2017
  • [10] MBIE EPB, Unreinforced Masonry Buildings, Ministry of Business, Innovation and Employment, 2017
  • [11] MBIE non-EPB, Unreinforced Masonry Buildings, Ministry of Business, Innovation and Employment, 2017
  • [12] ICOMOS NZ, Charter for the Conservation of Places of Cultural Heritage Value, The New Zealand National Committee of the International Council on Monuments and Sites, Auckland, 2010
  • [13] MBIE, The Seismic Assessment of Existing Buildings: Initial Seismic Assessment, Ministry of Business, Innovation and Employment, 2017
  • [14] ASCE/SEI 41-13, Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, VA, 2013
  • [15] Secretary of Interior, Standards for the treatment of historic properties with guidelines for preserving, rehabilitating, restoring, and reconstructing historic buildings, MPS, DC, 1995
  • [16] ABK Joint Venture, Topical report 08, Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: The methodology, NSC, Washington, DC, 1984
  • [17] NTC 2018, Aggiornamento delle Norme tecniche per le costruzioni, Ministero delle Infrastrutture e dei Trasporti, Roma, 2018
  • [18] Circolare n. 7 del 21 gennaio 2019 del Ministero delle Infrastrutture e dei Trasporti. Ministero delle Infrastrutture e dei Trasporti, Roma, 2019
  • [19] DPCM 2011, G.U. n. 47, Presidente del Consiglio dei Ministri, Roma, 2011
  • [20] Heyman J., The stone skeleton, International Journal of Solids and Structures 2(2)1966, str. 249-256
  • [21] Draft NPR 9998, Assessment of structural safety of buildings in case of erection, reconstruction and disapproval – Induced earthquakes – Basis of design, actions and resistances, Royal Netherlands Standardization Institute, 2020
  • [22] Cultural Heritage Agency, Heritage Act, Dutch Ministry of Education, Culture and Science, 2016
  • [23] Vaculik J., Griffith M. C., Out-of-plane load-displacement model for two-way spanning masonry walls, Engineering Structures 141(6)2007, str. 328-343
  • [24] Van der Pluijm R., Laterally Loaded Masonry Panels made with Thin Layer Mortar, Eindhoven University of Technology, Eindhoven, 2001
  • [25] Griffith M. C. Vaculik J., Out-of-plane flexural strength of unreinforced clay brick masonry walls, TMS Journal 25(1)2007, str. 53-68
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c8706b6c-4607-437b-9256-4a62f533392a
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