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REFERENCES
Charney, F. A. (2000). Needs in the development
of a comprehensive performance based design op-
timization process. In M. Elgaaly (Ed.), Advanced
Technology in Structural Engineering - Structural
Congress 2000 , ASCE, May 8-10, (CD-ROM).
Ang, A. H.-S., Lee, J.-C., & Pires, J. A. (1997).
Cost-effectiveness evaluation of design criteria.
Proceedings of the International Workshop on
Optimal Performance of Civil Infrastructure
Systems (pp.1-16). New York, NY: ASCE.
Cheng, F. Y., & Botkin, M. E. (1976). Nonlinear
optimum design of dynamic damped frames.
Journal of the Structural Division , 102 , 609-628.
Arora, J. S. (1999). Optimization of structures
subjected to dynamic loads. In Leondes, C. T.
(Ed.), Structural dynamic systems computational
techniques and optimization (pp. 1-73). Gordon
and Breach Science Publishers.
Cheng, F. Y., & Chang, C. C. (1988). Safety-based
optimum design of nondeterministic structures
subjected to various types of seismic loads . NSF
Report, U.S. Department of Commerce, VA, NTIS
No. PB90-133489/AS.
ASCE. 41. (2007). Seismic rehabilitation of exist-
ing buildings ASCE/SEI 41/06. ASCE Standard
No. ASCE/SEI 41-06. ATC-40. (1996). Seismic
evaluation and retrofit of concrete buildings, Vol.
1. ATC-40 Report. Redwood City, CA: Applied
Technology Council.
Cheng, F. Y., & Li, D. (1997). Multiobjec-
tive optimization design with Pareto genetic
algorithm. Journal of Structural Engineering ,
123 (9), 1252-1261. doi:10.1061/(ASCE)0733-
9445(1997)123:9(1252)
Balling, R. J., Pister, K. S., & Ciampi, V. (1983).
Optimal seismic-resistant design of a planar
steel frame. Earthquake Engineering & Struc-
tural Dynamics , 11 , 541-556. doi:10.1002/
eqe.4290110407
Cheng, F. Y., & Truman, K. Z. (1982). Optimization
algorithm of 3-D building systems for static and
seismic loading. In Ames, W. F. (Ed.), Modeling
and simulation in engineering (pp. 315-326).
North-Holland Pub. Co.
Beck, J. L., Papadimitriou, C., Chan, E., & Irf-
anoglu, A. (1998). A performance-based optimal
structural design methodology . Report No. EERL
97-03, CA, USA.
Computer and Structures, Inc. (CSI). (2000).
SAP2000/NL-PUSH software , Version 7.40.
Berkeley, CA: Computer and Structures, Inc.
Federal Emergence Management Agency. (2000).
Prestandard and commentary for the seismic
rehabilitation of buildings. FEMA-356 . Wash-
ington, DC.
Bhatti, M. A., & Pister, K. S. (1981). A dual criteria
approach for optimal design of earthquake-resis-
tant structural systems. Earthquake Engineering
& Structural Dynamics , 9 , 557-572.
Federal Emergence Management Agency. (2005).
Improvement of nonlinear static seismic analysis
procedure. FEMA-440 . Washington, DC.
Chan, C. M. (1997). How to optimize tall steel
building frameworks. Guide to structural optimi-
zation (pp. 165-195). ASCE Manuals and Reports
on Engineering Practice No.90.
Federal Emergence Management Agency. (2006).
Next-generation performance-based seismic
design guidelines. FEMA-445 . Washington, DC.
Chan, C. M., & Zou, X. K. (2004). Elastic and
inelastic drift performance optimization for rein-
forced concrete building under earthquake loads.
Earthquake Engineering & Structural Dynamics ,
33 (8), 929-950. doi:10.1002/eqe.385
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