opimum design of steel buckling restrained braced frames under seismic excitation

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1 REFERENCES 1. A Csébfalvi, G. Csébfalvi, "Effect of Semi-Rigid Connection in Optimal Design of Frame Structures",6th World Congresses of Structural and Multidisciplinary Optimization,Rio de Janeiro, 30 May - 03 June 2005, Brazil. 2. Adam S. Christopulos, "Improved Seismic Performance of Buckling Restrained Braced Frames", A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering,Unive.rsity of Washington,2005. 3. A Joghataie and M. Takalloozadeh, "Improving Penalty Functions for Structural Optimization", Scientia Iranica Transaction A: Civil Engineering, Vol. 16, No. 4, 2009, pp. 308-320. 4. Kaveh and B. Dadfar, "OPTIMUM SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES BY GENETIC ALGORITHMS", Asian Journal Of Civil Engineering (Building And Housing), Vol. 9, No. 2, 2008, pp 107-129. 5. ANSI/AISC 341-10, An American National Standard, “Seismic Provisions for Structural Steel Buildings”, June 22, 2010. 6. AISC/SSEC 327-05, "SEISMIC DESIGN MANUAL", Amercan Institute of Steel Construction and Structural Steel Educational Council, 2005. 7. Akshay Gupta and Helmut Krawinkler, "SEISMIC DEMANDS FOR PERFORMANCE EVALUATION OF STEEL MOMENT RESISTING FRAME STRUCTURES (SAC Task 5.4.3)”, Report No. 132, June 1999. 8. Alaa Sheta and HamzaTurabieh, "A Comparison between Genetic Algorithms and Sequential Quadratic Programming in Solving Constrained Optimization Problems", AIML Journal, Vol. 6, Issue 1, 2006, pp.67-74.

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Page 1: Opimum Design of Steel Buckling Restrained Braced Frames Under Seismic Excitation

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REFERENCES

1. A Csébfalvi, G. Csébfalvi, "Effect of Semi-Rigid Connection in Optimal Design of

Frame Structures",6th World Congresses of Structural and Multidisciplinary

Optimization,Rio de Janeiro, 30 May - 03 June 2005, Brazil.

2. Adam S. Christopulos, "Improved Seismic Performance of Buckling Restrained

Braced Frames", A thesis submitted in partial fulfillment of the requirements for the

degree of Master of Science in Civil Engineering,Unive.rsity of Washington,2005.

3. A Joghataie and M. Takalloozadeh, "Improving Penalty Functions for Structural

Optimization", Scientia Iranica Transaction A: Civil Engineering, Vol. 16, No. 4,

2009, pp. 308-320.

4. Kaveh and B. Dadfar, "OPTIMUM SEISMIC DESIGN OF STEEL MOMENT

RESISTING FRAMES BY GENETIC ALGORITHMS", Asian Journal Of Civil

Engineering (Building And Housing), Vol. 9, No. 2, 2008, pp 107-129.

5. ANSI/AISC 341-10, An American National Standard, “Seismic Provisions for

Structural Steel Buildings”, June 22, 2010.

6. AISC/SSEC 327-05, "SEISMIC DESIGN MANUAL", Amercan Institute of Steel

Construction and Structural Steel Educational Council, 2005.

7. Akshay Gupta and Helmut Krawinkler, "SEISMIC DEMANDS FOR

PERFORMANCE EVALUATION OF STEEL MOMENT RESISTING FRAME

STRUCTURES (SAC Task 5.4.3)”, Report No. 132, June 1999.

8. Alaa Sheta and HamzaTurabieh, "A Comparison between Genetic Algorithms and

Sequential Quadratic Programming in Solving Constrained Optimization Problems",

AIML Journal, Vol. 6, Issue 1, 2006, pp.67-74.

Page 2: Opimum Design of Steel Buckling Restrained Braced Frames Under Seismic Excitation

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9. Ali Mehrabian and Achintya Haldar,"Nonlinear Analysis of Steel Frames with

Ductile Connections", Proceedings of IJME - INTERTECH Conference, Proceedings

of IJME - INTERTECH Conference, 2006, Session ENG 204-087.

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PRELIMINARY DESIGN OF LOW-RISE BUILDINGS STIFFENED WITH

BUCKLING-RESTRAINED BRACES", Proceedings of the 9th U.S. National and

10th Canadian Conference on Earthquake Engineering. July 25-29, 2010, Toronto,

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AMERICAN INSTITUTE OF STEEL CONSTRUCTION One East Wacker Drive,

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ENGINEERING, June 2007, pp 767-776.

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American Society of Civil Engineers, 2010.Athanasia K. Kazantzi, ”Probabilistic

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Page 3: Opimum Design of Steel Buckling Restrained Braced Frames Under Seismic Excitation

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15. Behrouz Asgarian (2008), 'Effect of Design Loads in Buckling Restrained Braced

Frames Performance', the 14th World Conference on Earthquake Engineering

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performance based design’, NZSEE Conference, 2005.

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Frames”, CRC Press LLC. 2004.

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RESTRAINED BRACED FRAME BUILDINGS”, San Francisco, CA 94105, 2009.

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Page 4: Opimum Design of Steel Buckling Restrained Braced Frames Under Seismic Excitation

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24. Dhaval P.Advani and Dr. R.K. Gajjar,”Investigation of Efficient Bracing System As

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32. Edison Ochoa, “COMPARATIVE PARAMETRIC STUDY ON NORMAL AND

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40. European Committee for Standardization EN1998-1: Eurocode 8: Design of

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