Closure to “Quantitative Comparison of Optimization Approaches for the Design of Supplemental Damping in Earthquake Engineering Practice” by Robert Levy and Oren Lavan
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Volume 136, Issue 9
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References
Gluck, N., Reinhorn, A. M., Gluck, J., and Levy, R. (1996). “Design of supplemental dampers for control of structures.” J. Struct. Eng., 122(12), 1394–1399.
Lavan, O., and Dargush, G. F. (2009). “Multi-objective optimal seismic retrofitting of structures.” J. Earthquake Eng., 13, 758–790.
Lavan, O., and Levy, R. (2005). “Optimal design of supplemental viscous dampers for irregular shear-frames in the presence of yielding.” Earthquake Eng. Struct. Dyn., 34(8), 889–907.
Lavan, O., and Levy, R. (2006a). “Optimal design of supplemental viscous dampers for linear framed structures.” Earthquake Eng. Struct. Dyn., 35(3), 337–356.
Lavan, O., and Levy, R. (2006b). “Optimal peripheral drift control of 3D irregular framed structures using supplemental viscous dampers.” J. Earthquake Eng., 10(6), 903–923.
Lavan, O., and Levy, R. (2009). “Simple iterative use of Lyapunov’s solution for the linear optimal design of passive devices in framed structures.” Eng. Struct., 13(5), 650–666.
Levy, R., and Lavan, O. (2006). “Fully stressed design of passive controllers in framed structures for seismic loadings.” Struct. Multidiscip. Optim., 32(6), 485–489.
Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). “Development of ground motion time histories for Phase 2 of the FEMA/SAC steel project.” Rep. No. SAC/BD-97/04, SAC Steel Project, Richmond, CA, ⟨http://nisee.berkeley.edu/strong_motion/sacsteel/ground_motions.html⟩.
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© 2010 ASCE.
History
Received: Mar 2, 2010
Accepted: Apr 27, 2010
Published online: Aug 13, 2010
Published in print: Sep 2010
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