Probability-based design of spun concrete beam-columns

Journal of Civil Engineering and Management

Volumn 16, Issue 4, 2010, Pages 451-461

  Kudzys, Antanas ^a   Kliukas, Romualdas ^b  

^a KAUNAS UNIVERSITY OF TECHNOLOGY   (Lithuania)

^b VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Beam columns; Frames; Reliability index design; Resistance safety margin; Second order effects; Spun concrete

Indexed keywords

BEAM-COLUMNS; FRAMES; RELIABILITY INDEX DESIGN; SAFETY MARGIN; SECOND ORDER EFFECT; SPUN CONCRETE;

BENDING (DEFORMATION); CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; PRECAST CONCRETE; RELIABILITY;

STRUCTURAL DESIGN;

EID: 78651391153     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.3846/jcem.2010.51     Document Type: Article

References (26)

1. ACI Committee 318-05. 2005. Building code requirements for structural concrete. American Concrete Institute, Farmington Hills, Mich.
2. ASCE/SEI 7-05. 2006. Minimum design loads for buildings and other structures. American Society of Civil Engineers, Structural Engineering Institute, Reston, Virginia.
3. Burton, S. A.; Hajela, P. A. 2003. A variable-complexity approach to second-order reliability-based optimization, Structural Optimization 25(4): 237-250. doi:10.1007/s00158-003-0298-3
4. Ditlevsen, O. 1997. Structural reliability codes for probabilistic design - a debate paper based on elementary reliability and decision analysis concepts, Structural Safety 19(3): 253-270. doi:10.1016/S0167-4730(97)00009-X
5. Ellingwood, B. R. 1981. Wind and snow load statistics for probabilistic design, Journal of Structural Division 107(7): 1345-1349.
6. EN (1990) 2002. Eurocode - Basis of structural design. Brussels.
7. EN (1992-1) 2004. Eurocode 2: Design of concrete structures -Part 1: General rules and rules for buildings. Brussels.
8. ISO (2394) 1998. General principles on reliability for structures. 2nd ed. Switzerland.
9. Jankovski, V.; Atkočiūnas, J. 2008. Matlab implementation in direct probability design of optimal steel trusses, Mechanika (6): 30-37.
10. JCSS. 2000. Probabilistic model code: Part 1 - Basis on design. Joint Committee on Structural Safety.
11. Juocevicius, V.; Vaidogas, E. R. 2010. Effect of explosive loading on mechanical properties of concrete and reinforcing steel: towards developing a predictive model, Mechanika (1): 5-12.
12. Kargaudas, V.; Adamukaitis, N. 2010. Post-elastic force-displacement dependence of bent and compressed column, Mechanika (3): 5-9.
13. Kliukas, R.; Kudzys, A.; Vadlūga, R. 2010. The quasi-ductile resistance of spun concrete beam-columns, Journal of Civil Engineering and Management 16(2): 189-196. doi:10.3846/jcem.2010.20
14. Kudzys, A.; Kliukas, R. 2009. The limit state design of spun concrete columns using load combinations recommended by EN 1990 and ASCE/SEI 7-05, Journal of Civil Engineering and Management 15(3): 289-297. doi:10.3846/1392- 3730.2009.15.289-297
15. Kudzys, A.; Lukoševičienė, O. 2009. On the safety prediction of deteriorating structures, Mechanika (4): 5-11.
16. Kudzys, A.; Kliukas, R.; Vadlūga, R. 1993. Utilization of high-strength spun concrete and reinforcing steel in compressive structures, in Proceedings High-Strength Concrete, Norway 1: 259-268.
17. Kudzys, A.; Lukoševičienė, O.; Baltrukėnaitė -Kroskienė, I. 2010. Structural safety of rolled and welded beams subjected to lateral-torsional buckling, Journal of Civil Engineering and Management 16(2): 172-178. doi:10.3846/jcem.2010.18
18. Li, J.; Chen, J.; Fan, W. 2007. The equivalent extreme-value event and evaluation of the structural system reliability, Structural Safety 29: 112-131. doi:10.1016/j.strusafe.2006.03.002 (Pubitemid 46029815)
19. MacGregor, J. G 1988. Reinforced concrete, mechanics and design. Practice-Hall International Inc.
20. Mori, V.; Ellingwood, B. 1993. Reliability based service-life assessment of aging concrete structures, Journal of Structural Engineering ASCE, 119(5): 1600-1621. doi:10.1061/(ASCE)0733-9445(1993)119:5(1600)
21. Ramsay, R. J.; Mirza, S. A.; Macgregor, J. G. 1979. Monte Varlo study of shorttime deflections of reinforced concrete beams, Journal of the ACJ76(8): 897-918.
22. Rosowsky, D.; Ellingwood, B. 1992. Reliability of wood systems subjected to stochastic live loads, Wood and Fiber Science 24(1): 47-59.
23. Vaidogas, E. R.; Juocevičius, V. 2008. Reliability of a timber structure exposed to fire: estimation using fragility function, Mechanika (5): 35-42.
24. Vrouwenvelder, A. C. W. M. 2002. Developments towards full probabilictic design codes, Structural Safety 24(2-4): 417-132. doi:10.1016/S0167-4730(02) 00035-8 (Pubitemid 34724834)
25. Židonis, I. 2009. Method for a direct calculation of stress-strain state parameters at normal right-angled sections of structural members given curvilinear stress diagrams, Mechanika (3): 27-33.
26. Vadluga, R. Particial method of strength anglysis of concrete and reinforced concrete ring cross-section] [Concrete Structures] 9: 49-58.