Steel and Composite Structures

  • 제21권3호
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  • Pages.501-515
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic analysis of steel structure with brace configuration using topology optimization

  • Qiao, Shengfang (School of Civil Engineering and Transportation, South China University of Technology) ;
  • Han, Xiaolei (School of Civil Engineering and Transportation, South China University of Technology) ;
  • Zhou, Kemin (College of Civil Engineering, Huaqiao University) ;
  • Ji, Jing (School of Civil Engineering and Transportation, South China University of Technology)
  • 투고 : 2015.12.08
  • 심사 : 2016.05.06
  • 발행 : 2016.06.30
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic analysis for steel frame structure with brace configuration using topology optimization based on truss-like material model is studied. The initial design domain for topology optimization is determined according to original steel frame structure and filled with truss-like members. Hence the initial truss-like continuum is established. The densities and orientation of truss-like members at any point are taken as design variables in finite element analysis. The topology optimization problem of least-weight truss-like continuum with stress constraints is solved. The orientations and densities of members in truss-like continuum are optimized and updated by fully-stressed criterion in every iteration. The optimized truss-like continuum is founded after finite element analysis is finished. The optimal bracing system is established based on optimized truss-like continuum without numerical instability. Seismic performance for steel frame structures is derived using dynamic time-history analysis. A numerical example shows the advantage for frame structures with brace configuration using topology optimization in seismic performance.

키워드

과제정보

연구 과제 주관 기관 : Natural Science Foundation of China

참고문헌

  1. Abdollahzadeh, G. and Abbasi, M. (2015), "Response modification factor of suspended zipper braced frames", Steel Compos. Struct., Int. J., 18(1), 165-185. https://doi.org/10.12989/scs.2015.18.1.165
  2. ASCE (2013), Seismic Evaluation and Retrofit Rehabilitation of Existing Building, American Society of Civil Engineers, Reston, VA, USA.
  3. ASCE (2006), Seismic Rehabilitation of Existing Building, American Society of Civil Engineers, Reston, VA, USA.
  4. AISC341-10 (2010), Seismic Provision for Structure Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.
  5. Aydin, E., Sonmez, M. and Karabork, T. (2015), "Optimal placement of elastic steel diagonal braces using artificial bee colony algorithm", Steel Compos. Struct., Int. J., 19(2), 349-368. https://doi.org/10.12989/scs.2015.19.2.349
  6. Bendsoe, M.P. and Kikuchi, N. (1988), "Generating optimal topologies in structural design using a homogenization method", Comput. Method. Appl. Mech. Eng., 71(2), 197-224. https://doi.org/10.1016/0045-7825(88)90086-2
  7. Computer and Structures, Inc. (2008), Perform 3D User's Guide, CSI, CA, USA.
  8. D'Aniello, M., La, M.A.G., Portioli, F. and Landolfo, R. (2013), "Modelling aspects of the seismic response of steel concentric braced frames", Steel Compos. Struct., Int. J., 15(5), 539-566. https://doi.org/10.12989/scs.2013.15.5.539
  9. GB50011 (2010), Code for Seismic Design of Buildings, Architecture Industry Press, Beijing, China.
  10. Ghowsi, A.F. and Sahoo, D.R. (2015), "Fragility assessment of buckling-restrained braced frames under near-field earthquakes", Steel Compos. Struct., Int. J., 19(1), 173-190. https://doi.org/10.12989/scs.2015.19.1.173
  11. Jia, M.M., Lu, D.G., Guo, L.H. and Sun, L. (2014), "Experimental research and cyclic behavior of bucklingrestrained braced composite frame", J. Construct. Steel Res., 95, 90-105. https://doi.org/10.1016/j.jcsr.2013.11.021
  12. Lee, D.K., Shin, S., Lee, J.H. and Lee, K. (2015), "Layout evaluation of building outrigger truss by using material topology optimization", Steel Compos. Struct., Int. J., 19(2), 263-275. https://doi.org/10.12989/scs.2015.19.2.263
  13. Lian, M., Su, M.Z. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., Int. J., 18(6), 1517-1539. https://doi.org/10.12989/scs.2015.18.6.1517
  14. Liang, Q.Q., Xie, Y.M. and Steven, G.P. (2000), "Optimal topology design of bracing systems for multistory steel frames", J. Struct. Eng., 126(7), 823-829. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:7(823)
  15. Mijar, A.R., Swan, C.C., Arora, J.S. and Kosaka, I. (1998), "Continuum topology optimization for concept design of frame bracing systems", J. Struct. Eng., 124(5), 541-550. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(541)
  16. Opensees (2013), Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA. http://opensees.-berkeley.edu
  17. Qu, Z., Maidac, Y., Sakatab, H. and Wada, A. (2015), "Seismic responses of reinforced concrete frames with buckling restrained braces in zigzag configuration", Eng. Struct., 105(12), 12-21. https://doi.org/10.1016/j.engstruct.2015.09.038
  18. Rezvani, F.H. and Asgarian, B. (2014), "Effect of seismic design level on safety against progressive collapse of concentrically braced frames", Steel Compos. Struct., Int. J., 16(2), 135-156. https://doi.org/10.12989/scs.2014.16.2.135
  19. Tasbihgoo, F., Lin, C.M. and Ho, L. (2009), "Seismic rehabilitation of Santa Monica Place Mall based on ASCE41", ATC&SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, CA, USA, December.
  20. Tirca, L., Serban, O., Lin, L., Wang, M. and Lin, N. (2015), "Improving the seismic resilience of existing braced-frame office buildings", J. Struct. Eng., 141(7), (C4015003)1-14.
  21. Xie, Y.M. and Steven, G.P. (1993), "A simple evolutionary procedure for structural optimization", Comput. Struct., 49(5), 885-896. https://doi.org/10.1016/0045-7949(93)90035-C
  22. Zhou, K.M. and Li, X. (2005), "Topology optimization of structures under multiple load cases using a fiber-reinforced composite material model", Comput. Mech., 38(5), 163-170.
  23. Zhou, K.M. and Chen, C.H. (2014), "Topology optimization of frame bracing system for natural frequency", Open Civil Eng. J., 8(1), 250-256. https://doi.org/10.2174/1874149501408010250
  24. Zhu, M., Yang, Y., Gaynor, A. and Guest, J. (2014), "Considering constructability in structural topology optimization", Structures Congress, Boston, MA, USA, April.

피인용 문헌

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  3. Topology optimization for thin plate on elastic foundations by using multi-material vol.27, pp.2, 2018, https://doi.org/10.12989/scs.2018.27.2.177
  4. Topology optimization of reinforced concrete structure using composite truss-like model vol.67, pp.1, 2016, https://doi.org/10.12989/sem.2018.67.1.079
  5. Topology optimization of steel plate shear walls in the moment frames vol.29, pp.6, 2016, https://doi.org/10.12989/scs.2018.29.6.771
  6. Design of buckling constrained multiphase material structures using continuum topology optimization vol.54, pp.8, 2016, https://doi.org/10.1007/s11012-019-01009-z
  7. Multi-material topology optimization for crack problems based on eXtended isogeometric analysis vol.37, pp.6, 2016, https://doi.org/10.12989/scs.2020.37.6.663
  8. Topology Optimisation in Structural Steel Design for Additive Manufacturing vol.11, pp.5, 2016, https://doi.org/10.3390/app11052112