Studi Perbandingan Performa Ketidakberaturan Horizontal Bangunan Terhadap Beban Gempa

Authors

  • Andra Akmal Maulidani Universitas Negeri Malang, Indonesia
  • Dzul Fikri Muhammad Universitas Negeri Malang, Indonesia
  • Muhammad Abdul Rahman Universitas Negeri Malang, Indonesia
  • Edi Santoso Universitas Negeri Malang, Indonesia

DOI:

https://doi.org/10.33379/gtech.v8i2.4090

Keywords:

Ketidakteraturan Horizontal, Penyimpangan Tingkat, Perpindahan, Respon

Abstract

Indonesia is located on 3 large tectonic plates, making the Indonesian region vulnerable to earthquakes. To overcome this, it is necessary to plan buildings that are earthquake resistant. High population growth has resulted in many different models of tall buildings. These diverse building models have led to the emergence of irregular building designs, both horizontally and vertically. This irregularity can affect the results of structural analysis of earthquake loads. This research discusses the effect of horizontal irregularities in buildings on earthquake loads with the results of research that regular buildings have structural stiffness properties that are relatively stiffer than irregular buildings. In addition, irregularities also result in smaller deviation values ​​between floors in the X direction and larger in the Y direction when compared to irregular.

 

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Published

2024-04-02

How to Cite

Studi Perbandingan Performa Ketidakberaturan Horizontal Bangunan Terhadap Beban Gempa . (2024). G-Tech: Jurnal Teknologi Terapan, 8(2), 932-940. https://doi.org/10.33379/gtech.v8i2.4090

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