STUDI PERBANDINGAN KINERJA GEDUNG MENGGUNAKAN BASE ISOLATOR TYPE HIGH DAMPING RUBBER BEARING (HDRB) 8 LANTAI DAN 25 LANTAI (Studi Kasus: Rumah Susun Politeknik Pekerjaan Umum)

Authors

  • Fasikhullisan Fasikhullisan Universitas islam Sultan Agung Semarang
  • Antonius Antonius Universitas islam Sultan Agung Semarang
  • Prabowo Setiyawan Universitas islam Sultan Agung Semarang

DOI:

https://doi.org/10.32497/wahanats.v29i1.5654

Keywords:

Earthquake, HDRB, Base Isolator, High Rise Building, Reduction, Analysis

Abstract

In recent years a number of areas in the country have experienced earthquakes, resulting in deaths and damage to buildings. Indonesia is located in the Pacific Volcano Rim and is a country with the most active volcanoes in the world, so earthquakes often occur. In this thesis, a comparative analysis of the use of Base Isolators in an 8-storey building and a case study of Semarang Public Works Polytechnic Flats is conducted. The analysis uses ETABS V18 Software. The Vibration Period of the 8-Storey Building without Base Isolator in the X direction is 0.597s and when added Base Isolator becomes 2.099s Reduction of 58% while the Vibration Period of the 25-Storey Building without Base Isolator in the X direction is 2.65s and which has been given a Base Isolator of 2.902s Reduction of 8,7%. In conclusion, the higher the building, the smaller the Reduction Rate or the less useful the use of Base Isolator.

Author Biographies

Fasikhullisan Fasikhullisan, Universitas islam Sultan Agung Semarang

Jurusan Teknik Sipil Universitas islam Sultan Agung Semarang

Antonius Antonius, Universitas islam Sultan Agung Semarang

Program Studi Magister Teknik Sipil Fakultas Teknik  Universitas islam Sultan Agung Semarang

Prabowo Setiyawan, Universitas islam Sultan Agung Semarang

Program Studi Magister Teknik Sipil Fakultas Teknik  Universitas islam Sultan Agung Semarang

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Published

2024-06-01