Analysis of Building Systems by Program Etabs. Case Study : Building Type G. Urban Renewal Din Daeng Community

Authors

  • ศรีเดช ใจสูง ภาควิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยกรุงเทพธนบุรี
  • ชาญชัย รัตน์นราทร ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยกรุงเทพธนบุรี จ.กรุงเทพมหานคร
  • Thaworn Longti ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยกรุงเทพธนบุรี จ.กรุงเทพมหานคร

Keywords:

High-Rise Building Analysis, ETABS Program, National Housing Authority, DPT Standard 1301/1302-61, Finite Element Method

Abstract

The major of this research focuses on residential high-rise building, for the safety of the building, which is under the requirements because the external force affects the actual internal force. The subject of this case study was 28-storey of G plot in the Din-Daeng Community Urban Rehabilitation Project; therefore, the authors using the ETABS Program, which is suitable for high-rise building elements analyzed especially the seismic forces action analysis on the structural dynamics analysis of the building. The building was done in 2016 by followed DPT Standard 1301/1302-52 then has been adjusted to DPT Standard 1301/1302-61. Therefore, the authors using the latest standard for simulating the correct building model and analysis the result by Finite Element Method (FEM) to compare with as-built drawing.

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Published

2023-07-07

How to Cite

ใจสูง ศ., รัตน์นราทร ช., & Longti, T. (2023). Analysis of Building Systems by Program Etabs. Case Study : Building Type G. Urban Renewal Din Daeng Community. The 28th National Convention on Civil Engineering, 28, STR33–1. Retrieved from https://conference.thaince.org/index.php/ncce28/article/view/1965