Structural optimization: A tool for evaluating seismic design procedures

Engineering Structures

Volumn 28, Issue 12, 2006, Pages 1623-1633

  Lagaros, Nikos D ^a   Fragiadakis, Michalis ^a   Papadrakakis, Manolis ^a   Tsompanakis, Yiannis ^b  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b TECHNICAL UNIVERSITY OF CRETE   (Greece)

Author keywords

Evolutionary algorithms; Nonlinear time history analysis; Seismic design procedures; Structural optimization

Indexed keywords

COMPUTER SIMULATION; EVOLUTIONARY ALGORITHMS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL OPTIMIZATION;

GROUND MOTION; NONLINEAR TIME-HISTORY ANALYSIS; SEISMIC DESIGN PROCEDURES; THREE-DIMENSIONAL FRAME STRUCTURES;

SEISMOLOGY;

COMPUTER SIMULATION; EVOLUTIONARY ALGORITHMS; SEISMOLOGY; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL OPTIMIZATION;

ALGORITHM; ARCHITECTURAL DESIGN; BUILDING; OPTIMIZATION; PERFORMANCE ASSESSMENT; SEISMIC DESIGN; SEISMIC RESPONSE; SIMULATION; STRUCTURAL ANALYSIS;

EID: 33746652257     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.02.014     Document Type: Article

References (34)

1. Han S.W., and Wen Y.K. Method for reliability-based seismic design: Equivalent nonlinear systems, II: Calibration of code parameters. ASCE Journal of Structural Engineering 123 3 (1997) 256-270
2. Bazzuro P., Cornell C.A., Shome N., and Carballo J.E. Three proposals for characterizing MDOF nonlinear response. ASCE Journal of Structural Engineering 124 11 (1998) 1281-1289
3. Foley C.M. Optimized performance-based design for buildings. In: Burns S.A. (Ed). Recent advances in optimal structural design (2002), ASCE Publications 169-240
4. Polak E., Pister K.S., and Ray D. Optimal design of framed structures subjected to earthquakes. Engineering Optimization 2 (1976) 65-71
5. Bhatti M.A., and Pister K.S. A dual criteria approach for optimal design of earthquake resistant structural systems. Earthquake Engineering and Structural Dynamics 9 (1981) 557-572
6. Balling R.J., Ciampi V., Pister K.S., Polak E.. Optimal design of seismic-resistant planar steel frames. Report no. UCB/EERC-81/20. Berkeley: Earthquake Engineering Research Center, University of California; 1981
7. Pezeshk S. Design of framed structures: An integrated non-linear analysis and optimal minimum weight design. International Journal for Numerical Methods in Engineering 41 (1998) 459-471
8. Charney F.A. Needs in the Development of a comprehensive performance based optimization process. In: Elgaaly M. (Ed). ASCE Structures 2000 conference proceedings (2000) Paper no. 28
9. Ganzerli S., Pantelides C.P., and Reaveley L.D. Performance-based design using structural optimization. Earthquake Engineering and Structural Dynamics 29 (2000) 1677-1690
10. Esteva L., Di{dotless}az-Lopez O., Garci{dotless}a-Perez J., Sierra G., and Ismael E. Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design. Structural Safety 24 (2002) 187-204
11. Gong Y.. Performance-based design of steel building frameworks under seismic loading. Ph.D. thesis. Canada: Dep. of Civil Eng, University of Waterloo; 2003
12. Chan C.-M., and Zou X.-K. Elastic and inelastic drift performance optimization for reinforced concrete buildings under earthquake loads. Earthquake Engineering and Structural Dynamics 33 (2004) 929-950
13. Kocer F.Y., and Arora J.S. Optimal design of H-frame transmission poles for earthquake loading. ASCE Journal of Structural Engineering 125 11 (1999) 1299-1308
14. Kocer F.Y., and Arora J.S. Optimal design of latticed towers subjected to earthquake loading. ASCE Journal of Structural Engineering 128 2 (2002) 197-204
15. Beck J.L., Chan E., Irfanoglu A., and Papadimitriou C. Multi-criteria optimal structural design under uncertainty. Earthquake Engineering and Structural Dynamics 28 (1999) 741-761
16. Cheng F.Y., Li D., Ger J.. Multiobjective optimization of seismic structures. In: Elgaaly M, editor. ASCE structures 2000 conference proceedings. 2000
17. Liu M., Burns S.A., and Wen Y.K. Optimal seismic design of steel frame buildings based on life cycle cost considerations. Earthquake Engineering and Structural Dynamics 32 (2003) 1313-1332
18. Liu M., Wen Y.K., and Burns S.A. Life cycle cost oriented seismic design optimization of steel moment frame structures with risk-taking preference. Engineering Structures 26 (2004) 1407-1421
19. Liu M., Burns S.A., and Wen Y.K. Multiobjective optimization for performance-based seismic design of steel moment frame structures. Earthquake Engineering and Structural Dynamics 34 (2005) 289-306
20. Fragiadakis M., Lagaros N.D., Papadrakakis M.. Performance-based optimum design of steel structures considering life-cycle cost. Structural and Multidisciplinary Optimization 2006 [in press]
21. FEMA 356: Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington DC, SAC Joint Venture, 2000
22. Eurocode 8. Design provisions for earthquake resistant structures. CEN-ENV, 1994
23. Antoniou S., and Pinho R. Development and verification of a displacement-based adaptive pushover procedure. Journal of Earthquake Engineering 8 (2004) 643-661
24. Chintanapakdee C., and Chopra A.K. Evaluation of modal pushover analysis using generic frames. Earthquake Engineering and Structural Dynamics 32 (2003) 417-442
25. Fragiadakis M., Lagaros N.D., Papadrakakis M.. Performance based earthquake engineering using structural optimization tools. International Journal of Reliability and Safety 2006 [in press]
26. Eurocode 3. Design of steel structures. Part1.1: General rules for buildings. CEN-ENV, 1993
27. Zhu T.J., Heidebrecht A.C., and Tso W.K. Effect of peak ground acceleration to velocity ratio on the ductility demand of inelastic systems. Earthquake Engineering and Structural Dynamics 16 (1988) 63-79
28. Shome N., Cornell C.A., Bazzuro P., and Carballo J.E. Earthquakes, records, and nonlinear responses. Earthquake Spectra 14 (1998) 469-500
29. Gasparini D.A., Vanmarke E.H.. Simulated earthquake motions compatible with prescribed response spectra. Dep. of Civil Eng. MIT, Publication No. R76-4, 1976
30. Argyris J., Tenek L., and Mattssonn A. BEC: A 2-node fast converging shear-deformable isotropic and composite beam element based on 6 rigid-body and 6 straining modes. Computer Methods in Applied Mechanics in Engineering 152 (1998) 281-336
31. Papadrakakis M., Tsompanakis Y., Hinton E., and Sienz J. Advanced solution methods in topology optimization and shape sensitivity analysis. Journal of Engineering Computations 13 5 (1996) 57-90
32. Papadrakakis M., Tsompanakis Y., and Lagaros N.D. Structural shape optimization using Evolution Strategies. Engineering Optimization 31 (1999) 515-540
33. Lagaros N.D., Papadrakakis M., and Kokossalakis G. Structural optimization using evolutionary algorithms. Computer & Structures 80 7-8 (2002) 571-587
34. Papadrakakis M., Lagaros N.D., and Fragakis Y. Parallel computational strategies for structural optimization. International Journal for Numerical Methods in Engineering 58 9 (2003) 1347-1380