DETERMINE THE COEFFICIENT OF STATIC WIND ON BRIDGE STRUCTURE

Authors

  • Made Suangga Civil Engineering Department, Bina Nusantara University, K. H. Syahdan. 9, Kemanggisan, West Jakarta 11480, Indonesia
  • Yanti Yanti Civil Engineering Department, Bina Nusantara University, K. H. Syahdan. 9, Kemanggisan, West Jakarta 11480, Indonesia
  • Irpan Hidayat Civil Engineering Department, Bina Nusantara University, K. H. Syahdan. 9, Kemanggisan, West Jakarta 11480, Indonesia

DOI:

https://doi.org/10.11113/jt.v78.8292

Keywords:

Coefficient of static wind, bridge structure

Abstract

A bridge structure should have a resistance to wind loads. The purpose of research is determine the coefficient of static wind load using computational calculations with FLUENT. The objects were modeled into a square 1x1 m, rectangle 2x1 m and circle diameter of 1 m with velocity of wind 10 m/s, 20 m/s and 30 m/s. The results described the value of the coefficient of drag force (CD) for square shape larger than rectangle. The coefficient of drag force (CD) for rectangular shape larger than circle. The value of coefficient of static wind do not depend on dimensional and wind speed. The coefficient value of wind static for Suramadu bridge which calculated by FLUENT Program and wind tunnel test have a similar chart patterns.

References

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Published

2016-04-18

Issue

Vol. 78 No. 5: May 2016

Section

Science and Engineering

License

Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.

How to Cite

DETERMINE THE COEFFICIENT OF STATIC WIND ON BRIDGE STRUCTURE. (2016). Jurnal Teknologi, 78(5). https://doi.org/10.11113/jt.v78.8292