REFERENCES1. ANSI/AISC      360-05(2005),     ‘Specification    for         Structural    Steel   Buildings’, AMERICAN INS...
8. Behrouz Asgarian (2008), Effect of Design Loads in Buckling   Restrained Braced Frames Performance, the 14th World Conf...
16. Dimitrios G. Lignos at el.(2009),COLLAPSE ASSESSMENT OF A 4-   STORY STEEL MOMENT RESISTING FRAME,ECCOMAS Thematic   C...
24. Edison Ochoa (2003), ‘COMPARATIVE PARAMETRIC STUDY ON   NORMAL            AND BUCKLING RESTRAINED STEEL BRACES’, A   D...
31. Fadi Farhat (2009), ‘Application of genetic algorithm to optimization of   buckling        restrained   braces    for ...
MOMENT       FRAMES,ASIAN     JOURNAL       OF   CIVIL   ENGINEERING   (BUILDING AND HOUSING) VOL. 8, NO. 6,pp. 629-646.39...
46. JAMES    O. MALLEY(2005), The 2005 AISC Seismic Provisions for   Structural    Steel     Buildings,     the   2005    ...
54. Kammula Viswanath and Ghamandi Lal Meena (2008),’ DYNAMIC   ANALYSIS OF FRAMED STRUCTURES’, A Thesis Submitted In Part...
faculty of Brigham Young University in partial fulfillment of the   requirements for the degree of Master of Science.61. M...
67. Nakashima M. et al., (2000,)‘Steel Moment Frames for Earthquakes in   United States and Japan’, Journal of Structural ...
UNBONDED BRACES FOR ENERGY DISSIPATION ’12th World   Conference in Earthquake Engineering.75. Pezeshk and C. V. Camp et al...
83. Sejal P Dalal et al (2012), ‘Comparison of Elastic Design and   Performance Based Plastic Design Method Based on the I...
90. T.K. Datta(2010),’Seismic Analysis of Structures’ , John Wiley & Sons   (Asia) Pvt Ltd, 2 Clementi Loop, # 02-01, Sing...
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References

  1. 1. REFERENCES1. ANSI/AISC 360-05(2005), ‘Specification for Structural Steel Buildings’, AMERICAN INSTITUTE OF STEEL CONSTRUCTION One East Wacker Drive, Suite 700 ,Chicago, Illinois 60601-1802.2. Andrew Chan,et al.(2011),Seismic Evaluation & Design: Special Moment‐Resisting Frame Structure,San Francisco State University, Canada College and NASA Sponsored Collaboration.3. Arcelor Mittel (2009), ‘Earthquake Resistant Steel Structures’, Long Carbon Europe Sections and Merchant Bars.4. Arzhang Alimorad et al.(2007), Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications, JOURNAL OF STRUCTURAL ENGINEERING, June 2007, pp767-776.5. ASCE/SEI 7–10, Minimum Design Loads for Buildings and Other Structures’, American Society of Civil Engineers, 2010.6. Athanasia K. Kazantzi(2008),Probabilistic seismic performance assessment of steel moment resisting frames, Submitted for the Degree of Doctor of Philosophy,Faculty of Civil Engineering ,University of Surrey, January 2008.7. Brazil (2005), ‘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,
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