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Mechanika istniejących ścian murowanych w kierunku prostopadłym do płaszczyzny ściany - metody analizy

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Warianty tytułu
EN
Mechanics of existing masonry walls in the direction perpendicular to the wall plane - analysis methods
Języki publikacji
PL
Abstrakty
PL
Rzetelne szacowanie nośności murów historycznych, w szczególności w strefach sejsmicznych, jest niezbędne i kluczowe z wielu powodów. W artykule omówiono stosowane obecnie metody obliczeniowe w powyższym kontekście. Są to odpowiednio metody: siłowe, przemieszczeniowe, „kołysania”, numeryczne. Przedstawiono założenia każdej z metod i ich podstawy teoretyczne. Przedyskutowano również ich zalety i wady oraz przydatność w ujęciu inżynierskim i naukowym. Poruszono takie aspekty jak stopień złożoności, wymagane dane wejściowe oraz adekwatność danej metody do stopnia znajomości konstrukcji.
EN
Reliable assessment of historical masonry walls, particularly in seismic zones is indispensable and critical for many reasons. In article are discussed methods in current use for the above-mentioned issue. These are methods: force-based, displacement-based, „rocking”, numerical. Described are assumptions and theoretical background of these methods. Advantages and disadvantages of the methods are listed along with their possible potential both in scientific and engineering field. Discussed are aspects such as level of complexity, required input data and adequacy of given method to possessed knowledge of structure.
Czasopismo
Rocznik
Strony
132--135
Opis fizyczny
Bibliogr. 33 poz., il.
Twórcy
  • Katedra Budownictwa Ogólnego, Politechnika Wrocławska
Bibliografia
  • [1] Heyman J., The stone skeleton, International Journal of Solids and Structures 2(2)1966, str. 249-256
  • [2] Heyman J., The masonry arch, West Sussex: Halsted Press, 1982
  • [3] Livesley R. K., Limit analysis of structures formed with rigid blocks, International Journal for Numerical Methods in Engineering 12(12)1978, str. 1853-1871
  • [4] Sinha B. P., A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength, Structural Engineering B 56(4)1978, str. 81-84
  • [5] Wu H., Liew A., Van Mele T., Block P., Analysis and optimisation of a ribstiffened vaulted floor for dynamic performance, Engineering Structures 213, 6/2020, str. 110577
  • [6] Iannuzzo A. et al., PRD method: A limit analysis-based approach to detect mechanisms and internal forces through two dual energy criteria, Mechanics Research Communications 107, 2020, str. 103557
  • [7] Ceradini V., Modelazione e sperimentazione per lo studio della struttura muraria storica, Roma: Università degli studi di Roma La Sapienza, 1992
  • [8] Restrepo-Vélez L. F., Seismic risk of unreinforced masonry buildings. Individual Study, ROSE School, University of Pavia, Pavia, 2004
  • [9] Restrepo-Vélez L. F., Magenes G., Static tests on dry stone masonry and evaluation of static collapse multipliers. Research Report ROSE 2009/02, IUSS Press, Pavia, Italy, 2009
  • [10] Vaculik J., Griffith M. C., Magenes G., Dry Stone Masonry Walls in Bending - Part II: Analysis, Int. Journal of Arch. Heritage: Conservation, Analysis and Restoration 8/2014, str. 29-48
  • [11] De Felice G., Giannini R., Out-of-plane seismic resistance of masonry walls, Journal of Earthquake Engineering 5(2)2001, str. 253-271
  • [12] Casapulla C. et al., In-plane frictional resistances in dry block masonry walls and rocking-sliding failure modes revisited and experimentally validated, Composites Part B: Engineering 132, 2018, str. 197-213
  • [13] Casapulla C., Portioli F., Experimental tests on the limit states of dry-jointed tuff blocks, Materials and Structures 49, 2016, str. 751-767
  • [14] Casapulla C., Maione A., Experimental and Analytical Investigation on the Corner Failure in Masonry Buildings, International Journal of Architectural Heritage 14(2)2020, str. 208-220
  • [15] ABK Joint Venture, Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: wall testing, out-of-plane, El Segundo, 1981
  • [16] Bruneau M., Seismic evaluation of unreinforced masonry buildings – A state-of-the-art report, Canadian Journal of Civil Engineering 21, 1994, str. 512-539
  • [17] Sullivan T. J., Calvi M. G., Priestley M. J. N., Kowalsky M. J., The limitations and performances of different displacement-based design methods, Journal of Earthquake Engineering 7/2003, str. 201-41
  • [18] Priestley M. J. N., Displacement-based seismic assessment of reinforced concrete buildings Journal of Earthquake Engineering 1(1)1997, str. 157-192
  • [19] Priestley M. J. N., Seismic behaviour of unreinforced masonry walls, Bulletin of the New Zealand National Society for Earthquake Engineering 18(2)1985, str. 191-205
  • [20] Doherty K. T. et al., Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls, Earthquake Engineering and Structural Dynamics 31(4)2002, str. 833-850
  • [21] Griffith M. C., Magenes G., Melis G., Picchi L., Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation, Journal of Earthquake Engineering 7/2003, str. 141-169
  • [22] Derakhshan H., Griffith M. C., Ingham J. M., Out-of-Plane Behavior of One-Way Spanning Unreinforced Masonry Walls, Journal of Engineering Mechanics 139(4)2013, str. 409-417
  • [23] Housner G. W., The behavior of inverted pendulum structures during earthquakes, Bulletin of the Seismological Society of America 53(2)1963, str. 403-417
  • [24] Yim C. S., Chopra A. K., Penzien J., Rocking response of rigid blocks to earthquakes, Earthquake Engineering and Structural Dynamics 8(6)1980, str. 565-587
  • [25] Costaet A. A. al., Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation, Engineering and Structural Dynamics 42, 2013, str. 2297-2319
  • [26] Sorrentino L. et al., The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations, Bulletin of Earthquake Engineering 9/2011, str. 1617-1642
  • [27] Costa A. A. et al., Out-of-plane behaviour of a full-scale stone masonry façade. Part 2: shaking table tests, Engineering and Structural Dynamics 42, 2013, str. 2097-2111
  • [28] Costa A. A. et al., Out-of-plane behaviour of a full-scale stone masonry façade. Part 1: specimen and ground motion selection, Engineering and Structural Dynamics 42, 2013a, str. 2081-2095
  • [29] Candeias P. X. et al., Experimental assessment of the out-of-plane performance of masonry buildings through shaking table tests, International Journal of Architectural Heritage 11/2017, str. 31-58
  • [30] Al Shawa O., de Felice G., Mauro A., Sorrentino L., Out-of-plane seismic behaviour of rocking masonry walls, Engineering and Structural Dynamics 41(5)2012, str. 949-968
  • [31] DeJong M. J., Seismic response of stone masonry spires: Analytical modeling, Engineering Structures 40, 2012, str. 556-565
  • [32] de Felice G., Out-of-Plane Seismic Capacity of Masonry Depending on Wall Section Morphology, Int. Journal of Architectural Heritage, str. 466-482, doi: 10.1080/15583058.2010.530339, 2011
  • [33] Ghiassi B., Milani G., Numerical Modeling of Masonry and Historical Structures, Duxford: Woodhead Publishing, Elsevier, 2019
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-cea26b4c-f9c6-41de-af5e-5c563ed9ffa3
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