Assessment Of Various Code Provisions Based On Optimum Design Of Steel Structures
This paper presents some comparative design results of typical structural systems in accordance with various code provisions, such as UBC and ATC‐03 of the U.S. and TJ‐11–78 of China. The solution comparisons are based on an optimization scheme for a given set of constraints and objective functions. Three levels of recursive procedures are employed in the algorithm to search for an optimum weight or construction cost including damages. Numerical examples are provided to compare the design results based on the aforementioned code provisions. Copyright © 1988 John Wiley & Sons, Ltd
F. Y. Cheng and D. S. Juang, "Assessment Of Various Code Provisions Based On Optimum Design Of Steel Structures," Earthquake Engineering & Structural Dynamics, vol. 16, no. 1, pp. 45 - 61, Wiley, Jan 1988.
The definitive version is available at https://doi.org/10.1002/eqe.4290160105
Civil, Architectural and Environmental Engineering
International Standard Serial Number (ISSN)
Article - Journal
© 2023 Wiley, All rights reserved.
01 Jan 1988