ANALISIS DINAMIK STRUKTUR MENARA USM DENGAN METODE RESPONS SPEKTUM

Authors

  • Trias Widorini Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang
  • Ngudi Hari Crista Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang
  • Kukuh Wisnuaji Widiatmoko Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

DOI:

https://doi.org/10.32497/wahanats.v27i1.3676

Keywords:

drift, base shear, response spectrum, dynamic analysis

Abstract

The USM tower consists of 10 floors used as offices, parking and educational facilities with a total height of 48.5 m. Earthquake resistance analysis needs to be carried out on buildings built in earthquake areas. This study uses dynamic analysis with the response spectrum method, aiming to evaluate the structure according to SNI 1726:2012. What is reviewed in this study is the period, base shear, drift, and the level of building performance. The results of the analysis show that the period, base shear, drift and the maximum deviation meet the specified requirements. The USM Tower's performance level is Immediate Occupancy according to ATC-40 regulations.

Author Biographies

Trias Widorini, Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

Ngudi Hari Crista, Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

Kukuh Wisnuaji Widiatmoko, Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

Jurusan Teknik Sipil Fakultas Teknik Universitas Semarang

References

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http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/

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Published

2022-06-01

Issue

Vol. 27 No. 1 (2022): Wahana Teknik Sipil

Section

Articles

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