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Probability distribution functions for service loads of frame scaffoldings

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Języki publikacji
EN
Abstrakty
EN
The paper discusses service load measurements (weight of construction materials, small equipment and workers) conducted on 120 frame scaffoldings all over Poland in 2016‒2018. Despite the fact that the scaffolding should ensure the safety of its users, most accidents on construction sites are caused by fall from height. Service loads are one of the elements affecting the safety of scaffolding use. On the basis of the studies, maximum load on one platform and maximum load on a vertical scaffolding module for one day were obtained. They were treated as the random variables of the maximum values. Histograms and probability density functions were determined for these variables. The selection of a probability distribution consisted in the selection of a probability density function by means of fitting curves to the study result histograms using the method of least squares. The analysis was performed for distribution Weibull and Gumbel probability density functions which are applied for maximum values of random variables. Parameters of these functions can be used for the purposes of the reliability analysis to calibrate partial safety factors in simulation of service load during the scaffolding failure risk assessment. Besides, the probability of not exceeding the standard loads provided for frame scaffoldings for 120 weeks was established on the aforementioned basis. The results of the presented research show that in Poland there is a high probability of exceeding the permissible service loads in one year and thus there is a high risk of scaffolding damage.
Rocznik
Strony
art. no. e136734
Opis fizyczny
Bibliogr. 38 poz., rys., tab.
Twórcy
  • Faculty of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland
  • Faculty of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland
autor
  • Faculty of Civil Engineering, Architecture and Environmental Engineering, Lodz University of Technology, Politechniki 6, 90-924 Łódz, Poland
  • Faculty of Civil Engineering, Wroclaw University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
  • Faculty of Management, Lublin University of Technology, Nadbystrzycka 38, 20-618 Lublin, Poland
Bibliografia
  • [1] R.I. Harris and N.J. Cook, “The parent wind speed distribution: Why Weibull?”, J. Wind Eng. Ind. Aerodyn. 131, 72‒87 (2014).
  • [2] T.M. Lystad, A. Fenercib, and O.Øiseth, “Evaluation of mast measurements and wind tunnel terrain models to describe spatially variable wind field characteristics for long-span bridge design”, J. Wind Eng. Ind. Aerodyn. 179, 558‒573 (2018).
  • [3] J.A. Żurański, Effects of the climatic and topographic conditions on wind loads on building structures, Prace Naukowe Instytutu Techniki Budowlanej, Warsaw, 2005.
  • [4] J.A. Żurański and A. Sobolewski, Snow loads in Poland in designing and diagnostics of structures, Prace Naukowe Instytutu Techniki Budowlanej, Warsaw, 2016.
  • [5] P. Croce, P. Formichi, F. Landi, P. Mercogliano, E. Bucchignani, A. Dosio, and S. Dimova, “The snow load in Europe and the climate change”, Clim. Risk Manag. 20, 138‒154 (2018).
  • [6] J. Blanchet, C. Marty, and M. Lehning, “Extreme value statistics of snowfall in the Swiss Alpine region”, Water Resour. Res. 45(5), W05424 (2009).
  • [7] B. Ellingwood, T.V. Galambos, J.G. MacGregor, and C.A. Cornell, Development of a probability based load criterion for American National Standard A58, NBS Special Report 577, U.S. Department of Commerce, National Bureau of Standards, 1980.
  • [8] R.B. Corotis and V.A. Doshi, “Probability models for live-load survey results”, J. Struct. Div. 103(6), 1257‒1274 (1977).
  • [9] R.B. Corotis and V. Jaria, “Stochastic nature of building live loads”, J. Struct. Div. 105(3), 493510 (1979).
  • [10] P.L. Chalk and R.B. Corotis, “Probability model for design live loads”, J. Struct. Div. 106(10), 2017‒2033 (1980).
  • [11] A.S. Nowak and A.M. Rakoczy, “Uncertainties in the building process”, Bull. Pol. Acad. Sci. Tech. Sci. 61(1), 129‒135 (2013).
  • [12] M.G. Stewart, “Optimization of serviceability load combinations for structural steel beam design”, Struct. Saf. 18(2/3), 225‒238 (1996).
  • [13] V. Kamjoo and C.D. Eamon, “Reliability-based design optimization of a vehicular live load model”, Eng. Struct. 168, 799‒808 (2018).
  • [14] Y. Liu, L. Liu, B. Stratman, and S. Mahadevan, “Multiaxial fatigue reliability analysis of railroad wheels”, Reliab. Eng. Syst. Saf. 93(3), 456‒467 (2008).
  • [15] F. Schmidt, B. Jacob, and F. Domprobst, “Investigation of truck weights and dimensions using WIM data”, Transp. Res. Procedia 14, 811‒819 (2016).
  • [16] A.S. Nowak, “System reliability models for bridge structures”, Bull. Pol. Acad. Sci. Tech. Sci. 52(4), 321‒328 (2004).
  • [17] J. Bojórquez, S.E. Ruiz, B. Ellingwood, A. Reyes-Salazar, and E. Bojórquez, “Reliability-based optimal load factors for seismic design of buildings”, Eng. Struct. 151, 527‒539 (2017).
  • [18] D. Sun, B. Chen, and S. Sun, “Study based on bridge health monitoring system on multihazard load combinations of earthquake and truck loads for bridge design in the southeast coastal areas of China”, Shock Vib., 829380, 1‒12 (2015).
  • [19] M.G. Stewart, “Reliability-based load factor design model for explosive blast loading”, Struct. Saf. 71, 13‒23 (2018).
  • [20] M.G. Stewart, M.D. Netherton, Y. Shi, M. Grant, and J. Mueller, “Probabilistic terrorism risk assessment and risk acceptability for infrastructure protection”, Aust. J. of Struct. Eng. 13(1), 1‒17 (2012).
  • [21] EN 12811-1:2003. Temporary works equipment – Part 1: Scaffolds – Performance requirements and general design. European Committee for Standardization, Brussels, 2003.
  • [22] AS/NZS 1576.1. Scaffolding. Part 1: General requirements, Council of Standards Australia and Council of Standards New Zealand, Sydney, 2010.
  • [23] 29 CFR 1926. Safety and health regulations for construction. Scaffold Specifications, Electronic Code of Federal Regulations, https://ecfr.federalregister.gov/current/title-29/subtitle-B/ chapter-XVII (accesed April 2021).
  • [24] P. Jamińska-Gadomska, J. Bęc, T. Lipecki, and A. Robak, “Verification of the façade scaffolding computer model”, Arch. Civ. Eng. 64 (1), 41‒53 (2018).
  • [25] E. Błazik-Borowa, Loads and actions on scaffolding as engineering structures, Lublin University of Technology, Lublin, 2018, [in Polish].
  • [26] H. Bojar, F. Silveira, M. Rebelo, E. Czarnocka, and K. Czarnocki, “Health behaviours in scaffold use risk assessment model – SURAM”, Ann Agric Environ Med. 26(1), 138‒142 (2019).
  • [27] M. Jabłoński, I. Szer, and J. Szer, “Probability of occurrence of health and safety risks on scaffolding caused by noise exposure”, J. Civ. Eng. Manag. 24(6), 437‒443 (2018).
  • [28] T. Lipecki, P. Jamińska-Gadomska, J. Bęc, and E. Błazik-Borowa, “Façade scaffolding behavior under wind action”, Arch. Civ. Mech. Eng. 20, 27 (2020).
  • [29] M. Pieńko, A. Robak, E. Błazik-Borowa, and J. Szer, “Safety conditions analysis of scaffolding on construction sites”, Int. J. Civ. Env. Eng. 12(2), 72‒77 (2018).
  • [30] I. Szer, E. Błazik-Borowa, and J. Szer, “The influence of environmental factors on employee comfort based on an example of location temperature”, Arch. Civ. Eng. 63(3), 163–174 (2017).
  • [31] B. Hoła and T. Nowobilski, “Analysis of the influence of socio-economic factors on occupational safety in the construction industry”, Sustain. 11, 4469 (2019).
  • [32] E. Castillo, A.S. Hadi, N. Balakrishnan, and J.M. Sarabia, Extreme value and related models with applications in engineering and science, John Wiley & Sons, New Jersey, 2005.
  • [33] M. Nagode and M. Fajdiga, “The influence of variable operating conditions upon the general multi-modal Weibull distribution”, Reliab. Eng. Syst. Saf. 64, 383‒389 (1999).
  • [34] A.S. Nowak and K.R. Collins, Reliability of structures, Taylor & Francis Group, New York, 2013.
  • [35] D. Pekasiewicz, “Analysis of chosen estimation methods of maximum statistic limit distribution parameters”, Quant. Meth. Econom. 16(4), 75‒84 (2015), [in Polish].
  • [36] E. Błazik-Borowa, J. Szer, A. Borowa, A. Robak, and M. Pieńko, “Modelling of load-displacement curves obtained from scaffold components tests”, Bull. Pol. Acad. Sci. Tech. Sci. 67(2), 317‒327 (2019).
  • [37] M.G. Stewart, “Effect of construction and service loads on reliability of existing RC buildings”, J. Str. Eng. 127(10), 1232‒1235 (2001).
  • [38] Construction activity (Ruch Budowlany), General Office of Building Control, https://www.gunb.gov.pl/strona/ruch-budowlany, (accesed November 2020), [in Polish].
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e2dcd5af-93d0-4e5e-9168-6bd68d272ee8
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