Accepted Manuscript Optimum Design of Stay Cables of Steel Cable-stayed Bridges Using Nonlinear Inelastic Analysis and Genetic Algorithm Manh-Hung Ha, Quoc-Anh Vu, Viet-Hung Truong PII: S2352-0124(18)30123-1 DOI: https://doi.org/10.1016/j.istruc.2018.10.007 Reference: ISTRUC 344 To appear in: Structures Received date: 1 June 2018 Revised date: 1 September 2018 Accepted date: 22 October 2018 Please cite this article as: Manh-Hung Ha, Quoc-Anh Vu, Viet-Hung Truong , Optimum Design of Stay Cables of Steel Cable-stayed Bridges Using Nonlinear Inelastic Analysis and Genetic Algorithm. Istruc (2018), https://doi.org/10.1016/j.istruc.2018.10.007 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.