Kurva Kerapuhan Seismik Pada Struktur Rangka Baja Berbasis Pushover

The potential for major earthquakes in Indonesia requires further analysis of multi-story buildings. This is so that when an earthquake occurs, the building structure is expected to be able to withstand it. One method of analyzing building structures is the pushover method. This method is often used in the analysis of multi-story buildings with less than 10 floors because the rigidity of the structure is still sufficient to support seismic loads. This study will evaluate the performance of steel frame building structures using the pushover method, which will then be converted into seismic fragility curves. The results of the pushover analysis on the building structure along the Y-axis axis can withstand a base shear force of 4400 kN, while along the Y-axis axis, it can withstand 3100 kN. The capacity curve output from the pushover will be converted into a capacity spectrum curve using the formula from ATC-40. The capacity spectrum curve will then be converted into a fragility curve.

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Publication Details

Journal
Jurnal Rekayasa Teknologi Nusa Putra
Published
2025-08-11
DOI
https://doi.org/10.52005/rekayasa.v11i2.654
Primary Topic
Geotechnical and construction materials studies
Type
article
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article

Kurva Kerapuhan Seismik Pada Struktur Rangka Baja Berbasis Pushover

Pramesta Praba Sumedi, Rita Mulyandari
1 links
Jurnal Rekayasa Teknologi Nusa Putra
Geotechnical and construction materials studies
article

Kurva Kerapuhan Seismik Pada Struktur Rangka Baja Berbasis Pushover

Pramesta Praba Sumedi, Rita Mulyandari
article en

Abstract

The potential for major earthquakes in Indonesia requires further analysis of multi-story buildings. This is so that when an earthquake occurs, the building structure is expected to be able to withstand it. One method of analyzing building structures is the pushover method. This method is often used in the analysis of multi-story buildings with less than 10 floors because the rigidity of the structure is still sufficient to support seismic loads. This study will evaluate the performance of steel frame building structures using the pushover method, which will then be converted into seismic fragility curves. The results of the pushover analysis on the building structure along the Y-axis axis can withstand a base shear force of 4400 kN, while along the Y-axis axis, it can withstand 3100 kN. The capacity curve output from the pushover will be converted into a capacity spectrum curve using the formula from ATC-40. The capacity spectrum curve will then be converted into a fragility curve.

Jurnal Rekayasa Teknologi Nusa PutraVol. 11(2)
Sustainable cities and communities
Openalex Percentile: Top 78%
Geotechnical and construction materials studies
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