Structural Engineering and Mechanics

  • 제60권5호
  • /
  • Pages.761-779
  • /
  • 2016
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

On the progressive collapse resistant optimal seismic design of steel frames

  • Hadidi, Ali (Department of Civil Engineering, University of Tabriz) ;
  • Jasour, Ramin (Department of Civil Engineering, University of Tabriz) ;
  • Rafiee, Amin (Department of Civil Engineering, University of Tabriz)
  • 투고 : 2016.02.07
  • 심사 : 2016.09.06
  • 발행 : 2016.12.10
⟨ 이전 논문 다음 논문 ⟩

초록

Design of safe structures with resistance to progressive collapse is of paramount importance in structural engineering. In this paper, an efficient optimization technique is used for optimal design of steel moment frames subjected to progressive collapse. Seismic design specifications of AISC-LRFD code together with progressive collapse provisions of UFC are considered as the optimization constraints. Linear static, nonlinear static and nonlinear dynamic analysis procedures of alternate path method of UFC are considered in design process. Three design examples are solved and the results are discussed. Results show that frames, which are designed solely considering the AISC-LRFD limitations, cannot resist progressive collapse, in terms of UFC requirements. Moreover, although the linear static analysis procedure needs the least computational cost with compared to the other two procedures, is the most conservative one and results in heaviest frame designs against progressive collapse. By comparing the results of this work with those reported in literature, it is also shown that the optimization technique used in this paper significantly reduces the required computational effort for design. In addition, the effect of the use of connections with high plastic rotational capacity is investigated, whose results show that lighter designs with resistance to progressive collapse can be obtained by using Side Plate connections in steel frames.

키워드

참고문헌

  1. AISC (2005), Seismic provisions for structural steel buildings, American Institute of Steel Construction, ANSI/AISC 341-05, Chicago.
  2. ASCE (2006) Minimum design loads for buildings and other structures, American Society of Civil Engineers, ASCE 7-05, New York.
  3. ASCE (2007) Seismic rehabilitation of existing buildings, American Society of Civil Engineers, ASCE 41-06, New York.
  4. Azar, B.F., Hadidi, A. and Rafiee, A. (2015), "An efficient simulation method for reliability analysis of systems with expensive-to-evaluate performance functions", Struct. Eng. Mech., 55(5), 979-999. https://doi.org/10.12989/sem.2015.55.5.979
  5. Bazant, Z.P. and Verdure, M. (2007), "Mechanics of progressive collapse: learning from world trade center and building demolitions", J. Eng. Mech., ASCE, 133(3), 308-319. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:3(308)
  6. Eberhart, R. and Shi, Y. (2000), "Comparing inertia weights and constriction factors in particle swarm optimization", Proc. IEEE Int. Conf. Evolutionary Computation, Piscataway, IEEE Press.
  7. Ettouney, M., Smilowitz, R., Tang, M. and Hapij A. (2006), "Global system considerations for progressive collapse with extensions to other natural and man-made hazards", J. Perform. Constr. Facil., ASCE, 20(4), 403-417. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(403)
  8. Faridmehr, I., Osman, M.H., Tahir, M.B., Nejad, A.F. and Hodjati, R. (2015), "Seismic and progressive collapse assessment of Side Plate moment connection system", Struct. Eng. Mech., 54(1), 35-54. https://doi.org/10.12989/sem.2015.54.1.035
  9. Fedorik, F., Kala, J., Haapala, A. and Malaska, M. (2015), "Use of design optimization techniques in solving typical structural engineering related design optimization problems", Struct. Eng. Mech., 55(6), 1121-1137. https://doi.org/10.12989/sem.2015.55.6.1121
  10. Fu, F. (2009), "Progressive collapse analysis of high-rise building with 3-D finite element modeling method", J. Constr. Steel Res., 65(6), 1269-1278. https://doi.org/10.1016/j.jcsr.2009.02.001
  11. Gerasimidis, S. (2014), "Analytical assessment of steel frames progressive collapse vulnerability to corner column loss", J. Constr. Steel Res., 95(1), 1-9. https://doi.org/10.1016/j.jcsr.2013.11.012
  12. Grierson, D.E. and Khajehpour, S. (2002), "Method for conceptual design applied to office buildings", J. Comput. Civil Eng., ASCE, 16(2), 83-103. https://doi.org/10.1061/(ASCE)0887-3801(2002)16:2(83)
  13. GSA (2013), Alternate path analysis & design guidelines for progressive collapse resistance, The U.S. General services administration.
  14. Hadidi, A. and Rafiee, A. (2014), "Harmony search based, improved particle swarm optimizer for minimum cost design of semi-rigid steel frames", Struct. Eng. Mech., 50(3), 323-347. https://doi.org/10.12989/sem.2014.50.3.323
  15. Hadidi, A. and Rafiee, A. (2015), "A new hybrid algorithm for simultaneous size and semi-rigid connection type optimization of steel frames", Int. J. Steel Struct., 15(1), 89-102. https://doi.org/10.1007/s13296-015-3006-4
  16. Kennedy, J. and Eberhart, R. (1995), "Particle swarm optimization", Proc. IEEE Int. Conf. Neural Networks, Perth, Australia, IV, 1942-1948.
  17. Khandelwal, K., El-Tawil, S. and Sadek, S. (2009), "Progressive collapse analysis of seismically designed steel braced frames", J. Constr. Steel Res., 65(3), 699-708. https://doi.org/10.1016/j.jcsr.2008.02.007
  18. Kim, J. and Kim, T. (2009), "Assessment of progressive collapse-resisting capacity of steel moment frames", J. Constr. Steel Res., 65(1), 169-179. https://doi.org/10.1016/j.jcsr.2008.03.020
  19. Kim, J., Lee, S. and Min, K.W. (2014), "Design of MR dampers to prevent progressive collapse of moment frames", Struct. Eng. Mech., 52(2), 291-306. https://doi.org/10.12989/sem.2014.52.2.291
  20. Lee, D. and Shin, S. (2015), "Optimizing structural topology patterns using regularization of Heaviside function", Struct. Eng. Mech., 55(6), 1157-1176. https://doi.org/10.12989/sem.2015.55.6.1157
  21. Lee, T.Y. and Chen, C.L. (2007), "Unit commitment with probabilistic reserve: An IPSO approach", Energy Convers. Manage., 48(2), 486-493. https://doi.org/10.1016/j.enconman.2006.06.015
  22. Li, S. and Lu, Z.R. (2015), "Multi-swarm fruit fly optimization algorithm for structural damage identification", Struct. Eng. Mech., 56(3), 409-422. https://doi.org/10.12989/sem.2015.56.3.409
  23. Liu, M. (2011), "Progressive collapse design of seismic steel frames using structural optimization", J. Constr. Steel Res., 67(3), 322-332. https://doi.org/10.1016/j.jcsr.2010.10.009
  24. Mohammadi-Ivatloo, B., Rabiee, A., Soroudi, A. and Ehsan, M. (2012), "Iteration PSO with time varying acceleration coefficients for solving non-convex economic dispatch problems", Int. J. Elect. Power Energy Syst., 42(1), 508-516. https://doi.org/10.1016/j.ijepes.2012.04.060
  25. Nguyen, X.H. and Lee, J. (2015), "Sizing, shape and topology optimization of trusses with energy approach", Struct. Eng. Mech., 56(1), 107-121. https://doi.org/10.12989/sem.2015.56.1.107
  26. Nigdeli, S.M., Bekdas, G., Kim, S. and Geem, Z.W. (2015), "A novel harmony search based optimization of reinforced concrete biaxially loaded columns", Struct. Eng. Mech., 54(6), 1097-1109. https://doi.org/10.12989/sem.2015.54.6.1097
  27. Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using big bang-big crunch method", Steel Compos. Struct., 14(5), 431-451. https://doi.org/10.12989/scs.2013.14.5.431
  28. Sasani, M. and Sagiroglu, S. (2008), "Progressive collapse resistance of hotel San Diego", J. Struct. Eng. ASCE, 134(3), 478-488. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(478)
  29. Shi, Y. and Eberhart, R. (1998), "A modified particle swarm optimizer", Proc. IEEE Int. Conf. Evolutionary Computation, Piscataway, IEEE Press.
  30. Song, B.I. and Sezen, H. (2013), "Experimental and analytical progressive collapse assessment of a steel frame building", Eng. Struct., 56, 664-672. https://doi.org/10.1016/j.engstruct.2013.05.050
  31. Tavakoli, H.R. and Alashti, A.R. (2013), "Evaluation of progressive collapse potential of multi-story moment resisting steel frame buildings under lateral loading", Scientia Iranica, 20(1), 77-86.
  32. Tavakoli, H.R., Naghavi, F. and Goltabar, A.R. (2015), "Effect of base isolation systems on increasing the resistance of structures subjected to progressive collapse", Earthq. Struct., 9(3), 639-656. https://doi.org/10.12989/eas.2015.9.3.639
  33. UFC (2009), United facilities criteria design of buildings to resist progressive collapse, (UFC 4-023-03), Washington (DC), Department of Defense.
  34. Yang, B. and Tan, K.H. (2013), "Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension", Eng. Struct., 57, 153-168. https://doi.org/10.1016/j.engstruct.2013.08.041

피인용 문헌

  1. Effect of Earthquake characteristics on seismic progressive collapse potential in steel moment resisting frame vol.12, pp.5, 2017, https://doi.org/10.12989/eas.2017.12.5.529
  2. Minimum cost strengthening of existing masonry arch railway bridges vol.75, pp.2, 2016, https://doi.org/10.12989/sem.2020.75.2.271
  3. An Overview of Progressive Collapse Behavior of Steel Beam-to-Column Connections vol.10, pp.17, 2016, https://doi.org/10.3390/app10176003
  4. Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections vol.179, pp.None, 2016, https://doi.org/10.1016/j.jcsr.2021.106533
  5. Reliability-based optimal control of semi-rigid steel frames under simulated earthquakes using liquid column vibration absorbers vol.53, pp.4, 2016, https://doi.org/10.1080/0305215x.2020.1743987
  6. Sensitivity analysis to determine seismic retrofitting column location in reinforced concrete buildings vol.78, pp.1, 2021, https://doi.org/10.12989/sem.2021.78.1.077