Multiobjective Optimization for Performance-Based Design of Reinforced Concrete Frames-Reference-Cited by-同舟云学术

Multiobjective Optimization for Performance-Based Design of Reinforced Concrete Frames

Published:2007-10 Issue:10 Volume:133 Page:1462-1474
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zou X. K.¹²³⁴,Chan C. M.¹²³⁴,Li G.¹²³⁴,Wang Q.¹²³⁴

Affiliation:

1. Project Engineer, Maunsell Structural Consultants Ltd., 18/F Grand Central Plaza, Tower 2, 138 Shatin Rural Committee Rd., Shatin, Hong Kong, People’s Republic of China (corresponding author). E-mail: cezxk@yahoo.com or connie.zou@maunsell.aecom.com

2. Associate Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, People’s Republic of China.

3. Professor, State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian Univ. of Technology, Dalian, 116024, People’s Republic of China.

4. Structural Engineer, Skidmore, Owings and Merrill, LLP, One Front St., San Francisco, CA 94111.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A10%281462%29

Reference41 articles.

1. Ang A. H.-S. Lee J.-C. and Pires J. A. (1997). “Cost-effectiveness evaluation of design criteria.” Proc. Int. Workshop on Optimal Performance of Civil Infrastructure Systems ASCE New York 1–16.

2. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings—Volume 1.” ATC-40 Rep. No. SSC 96-01 Redwood City Calif.

3. Optimal lateral stiffness design of tall buildings of mixed steel and concrete construction

4. Automatic Optimal Design of Tall Steel Building Frameworks

5. Elastic and inelastic drift performance optimization for reinforced concrete buildings under earthquake loads

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