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Probability calibration of load duration modification factor for timber roofs in the Polish mountain zones

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Języki publikacji
EN
Abstrakty
EN
The resistance parameters of timber structures decrease with time. It depends on the type of load and timber classes. Strength reduction effects, referred to as creep-rupture effects, due to long term loading at high stress ratio levels are known for many materials. Timber materials are highly affected by this reduction in strength with duration of load. Characteristic values of load duration and load duration factors are calibrated by means of using probabilistic methods. Three damage accumulation models are considered, that is Gerhard [1] model, Barret, Foschi[2] and Foshi Yao [3] models. The reliability is estimated by means of using representative short- and long-term limit states. Time variant reliability aspects are taken into account using a simple representative limit state with time variant strength and simulation of whole life time load processes. The parameters in these models are fitted by the Maximum Likelihood Methods using the data relevant for Polish structural timber. Based on Polish snow data over 45 years from mountain zone in: Zakopane – Tatra, Świeradów – Karkonosze, Lesko – Bieszczady, the snow load process parameters have been estimated. The reliability is evaluated using representative short – and long –term limit states, load duration factor kmod is obtained using the probabilistic model.
Rocznik
Strony
195--208
Opis fizyczny
Bibliogr. 17 poz., il., tab.
Twórcy
autor
  • Institute of Building Materials and Structures, Cracow University of Technology, Poland
Bibliografia
  • 1. C. GERHARD, Time related effects on wood strength: a linear cumulative damage theory. Wood Sci. 1979; 11(3);139-44.
  • 2. J. D. BARRET, R. O. FOSCHI, Duration of load and probability of failure in wood. Part 1; modelling creep rupture. Can J. Civil Eng.1978;5(40);505-14.
  • 3. R. O. FOSCHI, B. FOLZ, F. YAO, Reliability-based design of wood structures. Structural research series. Rep. no 34. Dep. Of Civil Eng., Univ. of British Columbia. Vancuver, Canada.1989.
  • 4. D. ROSOWSKY, M. BULLEIT, Load duration effect in wood members and connections order statistics and critical loads. Structural Safety 2002, 24(2-4), 347-362.
  • 5. Z. KOWAL, On adjusting the load bearing capacity of decisive members to reliability classes of statically determinate complex structures. Archives of Civil Engineering, LIX, 1, 2013
  • 6. M. MAŚLAK, Selected aspects of failure probability assessment for fi re situation. Archives of Civil Engineering, LVII, 3, 2011.
  • 7. SZ. WOLIŃSK, Global safety factors for nonlinear design of concrete structures. Archives of Civil Engineering, LVII, 3, 2011.
  • 8. J. KOHLER, J. SORENSEN, M. FABER, Probabilistic modeling of timber structures. Structural Safety 29, 2007, 255-267.
  • 9. J. SORENSEN, S. SVENSSON, B. STANG, Reliability- based calibration of load duration factors for timber structures. Structural Safety 2005,27 ,153-169.
  • 10. FABER M., KOHLER J., SORENSEN,. Probabilistic modeling of graded timber material properties. Structural Safety 26, 2004, 295-309.
  • 11. PN-EN 1995 Eurocode – Design of timber structures Part 1.1 General Common rules, PKN, Warsaw 2005.
  • 12. B. R. ELLINGWOOD, Acceptable risk bases for design of structures. Prog. Engn Mater.2001.
  • 13. PN-EN 1990 Eurocode –Basis of Structural Design, PKN, Warsaw 2004.
  • 14. PORTEUS J., KERMANI A., Structural Timber Design to Eurocode 5, Blackwell Publishing, Oxford, 2007.
  • 15. IMiGW Kraków, Institute of Meteorology and Water Management – Krakow, Annual Snow Report 1960-2009.
  • 16. IMiGW Wrocław, Institute of Meteorology and Water Management – Wroclaw, Annual Snow Report 1960-2009.
  • 17. SZ. WOLIŃSKI, T. PYTLOWANY, Evaluation of load values using the Gumbel model. Archives of Civil Engineering, LVIII, 2, 2012.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-23bf1887-5b2b-488f-a7c2-7536d85441b5
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