Optimum Design of Axial Loaded Reinforced Concrete Column using Bisection Algorithm

Authors

  • สุริยา ปัตโชติชัย สาขาวิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยมหาสารคาม
  • ณัฐวิทย์ จิตราพิเนตร สาขาวิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยมหาสารคาม
  • อลงกรณ์ ละม่อม สาขาวิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยมหาสารคาม

Keywords:

Optimum design, Bisection algorithm, Reinforced concrete column

Abstract

An optimum algorithm for computing reinforced concrete column axial loads using a bisection technique was designed and tested using Microsoft Visual Basic 6. It was based on the EIT. Standard 1007-34 working stress design method. The algorithm was tested on three examples with varying axial forces and concrete covering. The bisection algorithm performed 21 percent faster than the hill climbing algorithm and its implementation is simple.

References

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Published

2018-03-29

How to Cite

[1]
ปัตโชติชัย ส., จิตราพิเนตร ณ., and ละม่อม อ., “Optimum Design of Axial Loaded Reinforced Concrete Column using Bisection Algorithm”, Eng. & Technol. Horiz., vol. 35, no. 1, pp. 55–62, Mar. 2018.

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Section

Research Articles