A computational and experimental study for the optimum reinforcement layout design of an RC frame

Özkal, Fatih Mehmet; Uysal, Habib

doi:10.1108/ec-11-2014-0222

Makale Tam Makale Uluslararası 2016

A computational and experimental study for the optimum reinforcement layout design of an RC frame

Fatih Mehmet Özkal, Habib Uysal

ENGINEERING COMPUTATIONS Cilt 33 · Sayı 2 · ss. 507–527 · 01.01.2016

DOI ile aç

Özet

Purpose - Compared with conventional design methods, strut-and-tie modeling is a more suitable and even a superior method for the reinforcement layout design of structural members with uncommon geometrical shapes and/or regions essentially subject to shear effects. Because determination of the optimum strut-and-tie model for each of the members is an important task, implementation of a topology optimization method could be useful before the detailing stage. The paper aims to discuss these issues.

Anahtar kelimeler

Topology optimization SHAPE CONSTRAINTS CONCRETE Genetic algorithm BEAMS Performance index Reinforced concrete members Reinforcement layout Strut-and-tie models EVOLUTIONARY STRUCTURAL OPTIMIZATION

Atıf için künye

Özkal, F. M., & Uysal, H. (2016). A computational and experimental study for the optimum reinforcement layout design of an RC frame. ENGINEERING COMPUTATIONS, 33(2), 507–527. https://doi.org/10.1108/ec-11-2014-0222

BibTeX

@article{ozkal2016-184272,
  author = {Özkal, Fatih Mehmet and Uysal, Habib},
  title = {A computational and experimental study for the optimum reinforcement layout design of an RC frame},
  journal = {ENGINEERING COMPUTATIONS},
  year = {2016},
  volume = {33},
  number = {2},
  pages = {507--527},
  issn = {0264-4401},
  doi = {10.1108/ec-11-2014-0222},
  url = {https://akademik.atauni.edu.tr/yayinlar/184272-a-computational-and-experimental-study-for-the-optimum-reinforcement-layout}
}