Optimal design of steel gable frames with tapered members using Enhanced Crystal Structure Algorithm (ECryStAl)-Reference-Cited by-同舟云学术

Optimal design of steel gable frames with tapered members using Enhanced Crystal Structure Algorithm (ECryStAl)

Published:2023-04 Issue: Volume:50 Page:1742-1751
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Salama Abdallah,Atif Assem^ORCID,Eraky Atef,Samir Rania

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

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1. Optimal design of fractional-order proportional integral derivative controllers for structural vibration suppression;Scientific Reports;2024-07-26

2. Stability Assessment of Multi-Segment Web-Tapered Compression Members in Steel Gabled Frames;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-06-18

3. An enhanced meta-heuristic algorithm for optimizing the roof slope of tapered steel frames;Engineering Structures;2023-09

4. Optimal configuration of tapered steel gable frames based on total installed costs using the Enhanced Crystal Structure Algorithm;Structures;2023-07