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Test models were designed as ordinary moment frames, and their members consisted of non-compact sections.
This paper presents a design-driven harmony search (DDHS) algorithm for optimization of steel moment frames.
In this paper seismic design optimization of steel moment frames is studied.
The proposed method was applied to regular moment frames and dual systems.
The paper does not address irregularities in earthquake-resistant moment frames.
Hence, box columns have become the most commonly used structural elements in two-way moment frames.
Strength demanded by EC8 and BCJ is evaluated for steel moment frames and chevron braced frames.
The proposed procedures for seismic design of moment frames are entirely suitable for manual computations.
An optimal drift design model for the steel moment frames under the seismic load is presented.
It has been shown that an understanding of the structural performance of trees can enhance the structural design of moment frames, and that bioinspired PC can lead to minimum weight moment frames under lateral loading.
Parametric examples have been provided to illustrate the applications of the conceptual design similarities between trees and manmade moment frames.
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