Abstract
A computer program is developed for the optimization of shear-wall systems using the folded plate theory. The computational procedure is illustrated with several numerical examples. Four objective functions are used and associated results are compared. The relationships between different parameters characterizing optimum designs are also presented. © 1991.
Cite
CITATION STYLE
APA
Hájek, P., & Frangopol, D. M. (1991). Optimum design of shear-wall systems. Computers and Structures, 38(2), 171–184. https://doi.org/10.1016/0045-7949(91)90095-4
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