1. REFERENCES
1. 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,

2. 8. Behrouz Asgarian (2008), 'Effect of Design Loads in Buckling
Restrained Braced Frames Performance', the 14th World Conference
on Earthquake Engineering October 12-17, 2008, Beijing, China.
9. Bill Tremayne & Trevor E Kelly(2005), ‘Time history analysis as a
method of implementing performance based design’, NZSEE
Conference.
10. Carlos De Oliveira and Jeffrey A. Packer (2009), 'Ample Seismic
Protection', MODERN STEEL CONSTRUCTION JUNE, pp34-36.
11. Cheng Chenand James M. Ricles(2010),"Stability Analysis of Direct
Integration Algorithms Applied to MDOF Nonlinear Structural
Dynamics',Journal of Engineering Mechanics, Vol. 136, No. 4,PP.485-
495.
12. Chia-Ming Uang and Masayoshi Nakashima, (2004),’ Steel Buckling-
Restrained Braced Frames’, CRC Press LLC.
13. Christopher M. Foley (2007), ‘Probabilistic Performance-Based
Optimal Design of Steel Moment-Resisting Frames I: Formulation’,
JOURNAL OF STRUCTURAL ENGINEERING c ASCE / JUNE, pp 757-
766.
14. Clark, P., Aiken, I., Kasai, K., Ko, E., and Kimura, I. (1999). "Design
procedures for buildings incorporating hysteretic damping devices," in
Proceedings of the 68th Annual Convention, pp. 355-371,Structural
Engineers Association of California, Sacramento.
15. Dhaval P.Advani and Dr. R.K. Gajjar(2011),'Investigation of Efficient
Bracing System As Per IS:800-2007',National Conference on Recent
Trends in Engineering & Technology.

3. 16. Dimitrios G. Lignos at el.(2009),'COLLAPSE ASSESSMENT OF A 4-
STORY STEEL MOMENT RESISTING FRAME',ECCOMAS Thematic
Conference on Computational Methods in Structural Dynamics and
Earthquake Engineering M. Papadrakakis, N.D. Lagaros, M.
Fragiadakis (eds.) Rhodes, Greece, 22–24 June 2009.
17. Dasse Design Inc, Structural Engineers,(2009), ‘COST ADVANTAGES
OF BUCKLING RESTRAINED BRACED FRAME BUILDINGS’, San
Francisco, CA 94105.
18. D.C. Rai (2003),'Seismic evaluation and upgrading of chevron braced
frames’, Journal of Constructional Steel Research 59, pp 971–994.
19. Deulkar & al. (2010),’Buckling Restrained Braces for Building
Structure’, International Journal of Research and Reviews in Applied
Sciences, Volume 4, Issue 4.
20. Do Dai Thang(2009), 'Optimum Cost Design of Steel Box-Girder by
Varying Plate Thickness',KSCE Journal of Civil Engineering,13(1) pp
31-37.
21. Dr. N. Subramanian (2008), 'Code Of Practice On Steel Structures -A
Review Of IS 800 2007’, CE&CR AUGUST, pp. 114-134.
22. D. R. Sahoo and S.H. Chao(2010), ' PERFORMANCE-BASED PLASTIC
DESIGN METHOD FOR BUCKLINGRESTRAINED BRACED FRAMES,
Proceedings of the 9th U.S. National and 10th Canadian Conference
on Earthquake Engineering.
23. Edward L. Wilson (2002),'Three-Dimensional Static and Dynamic
Analysis of Structures', Computers and Structures, Inc.Berkeley,
California, USA.

4. 24. Edison Ochoa (2003), ‘COMPARATIVE PARAMETRIC STUDY ON
NORMAL AND BUCKLING RESTRAINED STEEL BRACES’, A
Dissertation submitted in partial fulfillment of the requirements for
Master Degree in Earthquake Engineering July 2003.
25. Eduardo Miranda et al.(1994),’Evaluation of Strength Reduction
Factors for Earthquake-Resistant design’, Earthquake Spectra,
Vol.10,No.2,pp357-379.
26. E.Kalkan (2004),'Lateral load distribution in nonlinear static
procedures for seismic design’, ASCE-Structures, pp 1-10
27. E. Salajeghehat al. (2004),’ CONTINUOUS DISCRETE VARIABLE
OPTIMIZATION OF STRUCTURES USING APPROXIMATION
METHODS’, IJE Transactions A: Basics Vol. 17, No. 3, September,
2004, pp227-242.
28. Eric Wayne Hoffman (2012),'Improving Optimization of Tall Lateral
Force Resisting Systems Using Non-Linear Time History Analysis and
Genetic Algorithms', A project submitted to the faculty of Brigham
Young University in partial fulfillment of the requirements for the
degree of Master of Science.
29. E.S. Kameshki (2003),’ Discrete Optimum Design of Steel Frames by
Genetic Algorithm’ , J. King Saud Univ., Vol. 15, Eng. Sci. (2), pp.
217-234, Riyadh (1423/2003).
30. European Committee for Standardization (2004). EN1998-1: Eurocode
8: Design of structures for earthquake resistance-Part 1: General
rules, seismic actions and rules for buildings. Brussels.

5. 31. Fadi Farhat (2009), ‘Application of genetic algorithm to optimization of
buckling restrained braces for seismic upgrading of existing
structures’ , Computers and Structures 87, pp110–119.
32. Federal Emergency Management Agency (FEMA)-354 (2000), ‘A Policy
Guide to Steel Moment-frame Construction’, SAC Joint Venture.
33. FEMA-355F(2000), ,Performance Prediction and Evaluation of Steel
Moment-Frame Buildings’, Seismic Hazard and Code Provisions.
34. FEMA 450-2(2003), 'NEHRP Recommended Provisions for Seismic
Regulations for New Buildings and Other Structures'.
35. Graham T. Oxborrow (2009), ‘OPTIMIZED DISTRIBUTION OF
STRENGTH IN BUCKLING-RESTRAINED BRACE FRAMES IN TALL
BUILDINGS’, A thesis submitted to the faculty of Brigham Young
University in partial fulfillment of the requirements for the degree of
Master of Science Department of Civil and Environmental
Engineering ,August 2009.
36. Gregory G. Deierlein (2010), ‘Nonlinear Structural Analysis for Seismic
Design’, A Guide for Practicing Engineers, NEHRP Seismic Design
Technical Brief No. 4.
37. G.S. Prinz, P.W. Richards and S. Fremming (2008), ‘SEISMIC
RESPONSE OF BUCKLING-RESTRAINED BRACED FRAMES WITH
BEAM SPLICES’ , The 14 th World Conference on Earthquake
Engineering October 12-17, Beijing, China.
38. H. Estekanchi and K. Arjomandi((2007),'COMPARISON OF DAMAGE
INDEXES IN NONLINEAR TIME HISTORY ANALYSIS OF STEEL

6. MOMENT FRAMES',ASIAN JOURNAL OF CIVIL ENGINEERING
(BUILDING AND HOUSING) VOL. 8, NO. 6,pp. 629-646.
39. H. AKHLAGHI and A.S. MOGHADAM (2008),'Height-Wise Distribution
of Peak Horizontal Floor Acceleration (PHFA)', the 14th World
Conference on Earthquake Engineering, October 12-17, 2008, Beijing,
China.
40. H Sudarsan Rao and B Ramesh Babu (2006),‘Optimized column
design using genetic algorithm based neural networks’, Indian Journal
of Engineering & Materials Sciences Vol. 13, December 2006,pp.503-
511.
41. Hyunhoon Choi and Jinkoo Kim (2006),’ Energy-based seismic design
of buckling-restrained braced frames using hysteretic energy
spectrum’, Engineering Structures Vol.28, pp. 304–311.
42. Hyunhoon Choi and Jinkoo Kim(2009),’ Evaluation of seismic energy
demand and its application on design of buckling-restrained braced
frames ‘, Structural Engineering and Mechanics, Vol. 31, No. 1,pp.
93-112 .
43. IS 1893-2002, Indian standard: Criteria for Earthquake Resistant
Design of Structures, Part-1, General Provisions and Buildings (Fifth
Revision).
44. IS: 800-2007,’Indian Standard GENERAL CONSTRUCTION IN STEEL
— CODE OF PRACTICE’, (Third Revision).
45. Jaan Kiusalaas (2010),'NUMERICAL METHODS IN ENGINEERING
WITH MATLAB', Second Edition, Cambridge University Press.

7. 46. JAMES O. MALLEY(2005), 'The 2005 AISC Seismic Provisions for
Structural Steel Buildings', the 2005 North American Steel
Construction Conference.
47. Janise E. Rodgers (2004), Seismic Response Analysis of a 13-story
Steel Moment-framed Building in Alhambra, Open-File Report 2004-
1338, U.S. Geological Survey, Menlo Park, California.
48. Jeff Barr (2007), ‘Preliminary Seismic Design Analysis’, Advanced
Technology Solar Telescope (ATST) Project Documentation TN -0095,
Revision A.
49. Jesse T. Cooper (2009), ‘40 Gold Street – New York, New York’,
Technical Report # 1.
50. Jinkoo Kim et al. (2004),’ Behavior and design of structures with
buckling-restrained braces’, Elsevier, Engineering Structures 26
(2004), pp.693–706.
51. Jinkoo Kim and Hyunhoon Choi(2004), ‘Energy-based seismic design
of structures with buckling-restrained braces’, Steel and Composite
Structures, Vol. 4, No. 6 , pp. 437-452 .
52. JINKOO KIM et al.(2009), ‘SEISMIC PERFORMANCE OF TUBULAR
STRUCTURES WITH BUCKLING RESTRAINED BRACES THE
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS’, Struct.
Design Tall Spec. Build. 18, 351–370.
53. Joghataie A. and M. Takalloozadeh (2009),’ Improving Penalty
Functions for Structural Optimization’, Transaction A: Civil
Engineering Vol. 16, No. 4, pp. 308-320, Sharif University of
Technology.

8. 54. Kammula Viswanath and Ghamandi Lal Meena (2008),’ DYNAMIC
ANALYSIS OF FRAMED STRUCTURES’, A Thesis Submitted In Partial
fulfillment of the requirements for the degree of bachelor of
technology in Civil Engineering, National Institute of Technology
Rourkela.
55. Kimberley Robinson and Cameron Black (2009),’Specifying Buckling-
Restrained Brace Systems’, MODERN STEEL CONSTRUCTION,
November 2009.
56. K.Z. Truman and D.J. Petruska(1992), ‘Parametric optimal design of
steel structures’, Earthquake Engineering 10th World
Conference,Belkema, Rotterdam, ISBN 9054100605.
57. Lukas J. Balling (2007), ‘DESIGN OF BUCKLING-RESTRAINED
BRACED FRAMES USING NONLINEAR TIME HISTORY ANALYSIS
AND OPTIMIZATION’, A thesis submitted to the faculty of Civil
Engineering, Brigham Young University in partial fulfillment of the
requirements for the degree of Master of Science.
58. Mohammad Ebrahimi et al.(2010),’Seismic Response Evaluation of
Moment Resistant Frame with Built-Up Column Section’, American J.
of Engineering and Applied Sciences 3 (1): pp.37-41.
59. Manicka Selvam.V.K and Bindhu.K.R (2012), ‘Comparison of steel
moment resisting frame designed by elastic design and performance
based plastic design method based on the inelastic response analysis’
International Journal of Civil and Structural Engineering Vol. 2, No 4.
60. Mark T. Matthews (2009), ’Impact of Large Gravity Loads on Buckling
Restrained Brace Frame Performance’, A thesis submitted to the

9. faculty of Brigham Young University in partial fulfillment of the
requirements for the degree of Master of Science.
61. Maureen Doyle (2003), 'A BARRIER ALGORITHM FOR LARGE
NONLINEAROPTIMIZATION PROBLEMS’, in partial fulfillment of the
requirements for the degree of doctor of philosophy.
62. Michael Wellford, Andrew Whittaker et. al.(2008), ‘Recommendations
for the Seismic Design of High-rise Buildings’, A Consensus Document
- CTBUH Seismic Working Group, Council on Tall Buildings and
Urban Habitat.
63. Mohammad Ali Hadianfard and Mahdieh Gadami, SEISMIC DEMAND
OF STEEL STRUCTURES WITH MASS IRREGULARITY Journal of
Engineering and Technology.
64. Mokhtar S. Bazaraa et al.(2006), ‘ Nonlinear Programming- Theory
and Algorithms’, Willey International, A John Willey & Sons,
Inc.Publications.
65. Nabih F,G Youssef et al.(1995),'A Survey of Steel Moment-Resisting
Frame Buildings Affected by the 1994 Northridge Earthquake'
,Buildingand Fire ResearchLaboratory,National Institute of
Standardsand Technology, Gaithersburg,MD 20899.
66. NEHRP Recommended Provisions(2006), Design Examples FEMA 451
, Prepared by the Building Seismic Safety Council for the Federal
Emergency Management Agency of the Department of Homeland
Security National Institute of Building Sciences Washington, D.C.

10. 67. Nakashima M. et al., (2000,)‘Steel Moment Frames for Earthquakes in
United States and Japan’, Journal of Structural Engineering, ASCE,
p. 861-868, August.
68. N.T.K. Lam et al.(2007), ‘Calculation of Earthquake Actions on
Building Structures in Australia’, EJSE International Special Issue:
Loading on Structures.
69. Omar El Kafrawy and Ashutosh Bagchi(2007),’Computer Aided Design
and Analysis of Reinforced Concrete Frame Buildings for Seismic
Forces’,Information Technology Journal 6(6), pp.798-808.
70. Özgür Yeniay(2005), ‘PENALTY FUNCTION METHODS FOR
CONSTRAINED OPTIMIZATION WITH GENETIC ALGORITHMS’,
Mathematical and Computational Applications, Vol. 10, No. 1, pp. 45-
56.
71. Patxi Uriz and Stephen A. Mahin (2008), ’Toward Earthquake-
Resistant Design of Concentrically Braced Steel-Frame Structures’,
PEER ReportNo.08 Pacific Earthquake Engineering Research Center
College of Engineering University of California, Berkeley.
72. Peng Pan et al., (2007), ‘Constraint approach to performance-based
design of steel moment-resisting’, Engineering Structures 29, pp.186–
194.
73. Peter Fajfar, M EERI (2000), ‘A Nonlinear Analysis Method for
Performance Based Seismic Design’, Earthquake Spectra, Vol.16,
No.3. pp.573-592.
74. Peter W CLARK, et al.(2000), ‘EVALUATION OF DESIGN
METHODOLOGIES FOR STRUCTURES INCORPORATING STEEL

11. UNBONDED BRACES FOR ENERGY DISSIPATION ’12th World
Conference in Earthquake Engineering.
75. Pezeshk and C. V. Camp et al. (2000),’ DESIGN OF NONLINEAR
FRAMED STRUCTURES USING ENETIC OPTIMIZATION’, Journal of
Structural Engineering, Vol. 126, No. 3.
76. Qiang Xie(2005),'State of the art of buckling-restrained braces in Asia',
Journal of Constructional Steel Research 61.,pp.727–748.
77. Rafael Sabelli and Walterio López (2004),’Design of Buckling-
Restrained Braced Frames’, THE STEEL CONFERENCE, Modern Steel
Construction, March.
78. Rafael Sabelli, (2003), ‘Development of Building Code Provisions for
Buckling-Restrained Braced Frames’, Proceedings of STESSA 2003,
Behavior of Steel Structures in Seismic Areas. Naples, Italy, June.
79. Rafael Sabelli(2001), 'RESEARCH ON IMPROVING THE DESIGN AND
ANALYSIS OF EARTHQUAKE-RESISTANT STEEL-BRACED FRAMES'
,The 2000 NEHRP Professional Fellowship Report.
80. Roberta Marstellar(2002),'CHEVRON BRACING IN LOW-RISE
BUILDINGS',`Steel-Wise,Modern Steel Construction.
81. Ronald O. Hamburger (2009), ‘Earthquakes and Seismic Design’,
Facts for Steel Buildings Number 3, American Institute of Steel
Construction.
82. Saif Hussain et al.(2005), ‘Buckling Restrained Braced Frame (BRBF)
Structures- Analysis, Design and Approvals Issues’, Nippon Steel
News, No. 333, September.

12. 83. Sejal P Dalal et al (2012), ‘Comparison of Elastic Design and
Performance Based Plastic Design Method Based on the Inelastic
Response Analysis using SAP2000 ’, International Journal of
Computer Applications (0975 – 8887) Volume 45– No.9.
84. Singiresu S. Rao (2009),’Engineering Optimization: Theory and
Practice’, Fourth Edition 2009 by John Wiley & Sons, Inc.
85. Soon-Sik LEEet al. (2004), 'PERFORMANCE-BASED SEISMIC DESIGN
OF STEEL MOMENT FRAMES USING TARGET DRIFT AND YIELD
MECHANISM',13th World Conference on Earthquake Engineering
Vancouver, B.C., Canada August 1-6, 2004, Paper No. 266.
86. Star Seismic Europe(2010), 'Cost advantages of Buckling Restrained
Braced Frame buildings in accordance with Eurocode ',www.star
Seismic ed.
87. Takanori OYA et al.(2009), 'Practical study on a new type Buckling-
Restrained-Brace' ,Proceedings of the International Association for
Shell and Spatial Structures.
88. Taranpreet Singh(2006),'Seismic Evaluation of Reinforced Concrete
Buildings',A Thesis submitted towards the partial fulfillment of
requirements for the award of the degree of Master of Engineering in
Civil Engineering(Structures),THAPAR INSTITUTE OF ENGINEERING
& TECHNOLOGY.
89. Thomas Heaton (2007),'Simulated Performance of Steel Moment-
Resisting Frame Buildings in the 2003 Tokachi-oki Earthquake ', Bull.
Earthq. Res. Inst. Univ. Tokyo Vol. 81, pp.1-5.

13. 90. T.K. Datta(2010),’Seismic Analysis of Structures’ , John Wiley & Sons
(Asia) Pvt Ltd, 2 Clementi Loop, # 02-01, Singapore 129809.
91. W N Deulkar et al.(2010),'BUCKLING RESTRAINED BRACES FOR
VIBRATION OF BUILDING STRUCTURE', IJRRAS 4 (4) .
92. WALTERIO A. LÓPEZ, DAVID S. GWIE, et al. (2004),'Structural Design
and Experimental Verification of a Buckling-Restrained Braced Frame
System’, Engineering Journal / Fourth Quarter, pp.177-186.
93. Walterio A. López and Rafael Sabelli (2004),’ Seismic Design of
Buckling- Restrained Braced Frames’, Structural Steel Educational
Council, Technical Information and Product Service.
94. WALTERIO A. LÓPEZ, et al. (2004),'Structural Design and
Experimental Verification of a Buckling-Restrained Braced Frame
System', Engineering Journal, Fourth Quarter, pp. 177-186.
95. Walterio A. López et al.(2001),'Design Of Unbonded Braced Frames'
,Proceedings 70th Annual Convention, Structural Engineers
Association of California, Sacramento, California.
96. Yasuyuki NAGANO (2000), 'APPLICATION OF OPTIMUM DESIGN
METHODS TO ACTUAL HIGH-RISE BUILDING WITH HYSTERETIC
DAMPERS', 12th World Conference of Earthquake Engineering, paper
No.1463.
97. Yousef Bozorgnia et.al.( 2010),’ GUIDELINES FOR PERFORMANCE-
BASED SEISMIC DESIGN OF TALL BUILDINGS’, Report No.
2010/05,Pacific Earthquake Engineering Research Center College of
Engineering University of California, Berkeley .