Browse > Article
http://dx.doi.org/10.12989/scs.2018.27.5.613

Performance based design optimum of CBFs using bee colony algorithm  

Mansouri, Iman (Department of Civil Engineering, Birjand University of Technology)
Soori, Sanaz (Department of Civil Engineering, Shahid Bahonar University of Kerman)
Amraie, Hamed (Islamic Azad University-Roudehen Branch)
Hu, Jong Wan (Department of Civil and Environmental Engineering, Incheon National University)
Shahbazi, Shahrokh (TAAT Investment Group)
Publication Information
Steel and Composite Structures / v.27, no.5, 2018 , pp. 613-622 More about this Journal
Abstract
The requirement to safe and economical buildings caused to the exploitation of nonlinear capacity structures and optimization of them. This requirement leads to forming seismic design method based on performance. In this study, concentrically braced frames (CBFs) have been optimized at the immediate occupancy (IO) and collapse prevention (CP) levels. Minimizing structural weight is taken as objective function subjected to performance constraints on inter-story drift ratios at various performance levels. In order to evaluate the seismic capacity of the CBFs, pushover analysis is conducted, and the process of optimization has been done by using Bee Algorithm. Results indicate that performance based design caused to have minimum structural weight and due to increase capacity of CBFs.
Keywords
performance-based design; CBF; optimization; bee colony algorithm; pushover;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
연도 인용수 순위
1 Ganzerli, S., Pantelides, C. and Reaveley, L. (2000), "Performance‐based design using structural optimization", Earthq. Eng. Struct. Dyn., 29(11), 1677-1690.   DOI
2 Gholizadeh, S. (2015), "Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network", Adv. Eng. Software, 81, 50-65.   DOI
3 Gholizadeh, S., Davoudi, H. and Fattahi, F. (2017), "Design of steel frames by an enhanced moth-flame optimization algorithm", Steel Compos. Struct., Int. J., 24(1), 129-140.   DOI
4 Gong, Y., Xue, Y., Xu, L. and Grierson, D.E. (2012), "Energybased design optimization of steel building frameworks using nonlinear response history analysis", J. Constr. Steel Res., 68(1), 43-50.   DOI
5 Hajirasouliha, I., Pilakoutas, K. and Mohammadi, R.K. (2016), "Effects of uncertainties on seismic behaviour of optimum designed braced steel frames", Steel Compos. Struct., Int. J., 20(2), 317-335.   DOI
6 HAZUS (1997), "Earthquake loss estimation methodology: Technical Manual", National Institute of Building for the Federal Emergency Management Agency, Washington, D.C., USA.
7 Jalayer, F. and Cornell, C.A. (2003), "A technical framework for probability-based demand and capacity factor (DCFD) seismic formats", PEER 2003/08.
8 Karaboga, D. (2005), "An idea based on honey bee swarm for numerical optimization", Technical Report-tr06, Erciyes University, Engineering Faculty, Computer Engineering Department.
9 Kaveh, A., Fahimi-Farzam, M. and Kalateh-Ahani, M. (2015), "Performance-based multi-objective optimal design of steel frame structures: Nonlinear dynamic procedure", Scientia Iranica. Transaction A, Civil Engineering, 22(2), 373.
10 Krishnamoorthy, C.S., Prasanna, V.P. and Sudarshan, R. (2002), "Object-oriented framework for genetic algorithm with application to space truss optimization", J. Comput. Civil Eng., 16(1), 66-75.   DOI
11 Lagaros, N.D. and Papadrakakis, M. (2007), "Seismic design of RC structures: A critical assessment in the framework of multi‐objective optimization", Earthq. Eng. Struct. Dyn., 36(12), 1623-1639.   DOI
12 Liu, M., Burns, S.A. and Wen, Y.K. (2005), "Multiobjective optimization for performance‐based seismic design of steel moment frame structures", Earthq. Eng. Struct. Dyn., 4(3), 289-306.
13 Mirzai, N.M., Zahrai, S.M. and Bozorgi, F. (2017), "Proposing optimum parameters of TMDs using GSA and PSO algorithms for drift reduction and uniformity", Struct. Eng. Mech., Int. J., 63(2), 147-160.
14 Moller, O., Foschi, R.O., Quiroz, L.M. and Rubinstein, M. (2009), "Structural optimization for performance-based design in earthquake engineering: applications of neural networks", Struct. Saf., 31(6), 490-499.   DOI
15 Parsopoulos, K.E. and Vrahatis, M.N. (2002), "Recent approaches to global optimization problems through Particle Swarm Optimization", Nat. Comput., 1(2-3), 235-306.   DOI
16 Qiao, S., Han, X., Zhou, K. and Li, W. (2017), "Conceptual configuration and seismic performance of high-rise steel braced frame", Steel Compos. Struct., Int. J., 23(2), 173-186.   DOI
17 SEAOC (1999), Blue Book: Performance-Based Seismic Engineering, Sacramento, CA, USA.
18 Zhu, G. and Kwong, S. (2010), "Gbest-guided artificial bee colony algorithm for numerical function optimization", Appl. Math. Comput., 217, 3166-3173.
19 Tehranizadeh, M. and Moshref, A. (2011), "Performance-based optimization of steel moment resisting frames", Scientia Iranica, 18(2), 198-204.   DOI
20 Zhang, J. and Foschi, R.O. (2004), "Performance-based design and seismic reliability analysis using designed experiments and neural networks", Probab. Eng. Mech., 19(3), 259-267.   DOI
21 ATC40 (1996), ATC-40 Seismic evaluation and retrofit of concrete buildings, Applied Technology Council Redwood City, CA, USA.
22 AISC (2010), American Institute of Steel Construction (AISC), Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, Chicago, IL, USA.
23 Artar, M. (2016a), "A comparative study on optimum design of multi-element truss structures", Steel Compos. Struct., Int. J., 22(3), 521-535.   DOI
24 Artar, M. (2016b), "Optimum design of braced steel frames via teaching learning based optimization", Steel Compos. Struct., Int. J., 22(4), 733-744.   DOI
25 Cornell, C.A., Vamvatsicos, D. and Jalayer, F. (2000), "Seismic Reliability of Steel Frames", Stanford University, Stanford, CA, USA.
26 FEMA356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency Washington, D.C., USA.
27 Fenves, G.L., Mazzoni, S., McKenna, F. and Scott, M.H. (2004). Open System for Earthquake Engineering Simulation (OpenSESS), Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
28 Fragiadakis, M., Lagaros, N.D. and Papadrakakis, M. (2006), "Performance based earthquake engineering using structural optimization tools", Int. J. Reliab. Saf., 1(1-2), 59-76.   DOI