Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction

Earthquakes in Indonesia revealed that the majority of the destroyed buildings were community dwellings. For instance, the 2006 Yogyakarta earthquake itself caused 390,077 houses collapsed. The recent earthquakes in 2018 that happened in Lombok and Palu again caused 83,392, and 68,451 houses collaps...

Full description

Bibliographic Details
Main Authors: Sutrisno, Widarto, Satyarno, Iman, Awaludin, Ali, Saputra, Ashar, Setiawan, Angga Fajar
Format: Article
Language:English
Published: Springer 2022
Subjects:
Online Access:https://repository.ugm.ac.id/282208/1/Sutrisno%20et%20al.%20-%202022%20-%20Seismic%20performance%20of%20instant%20steel%20frame%20house%20f.pdf
_version_ 1826050507675795456
author Sutrisno, Widarto
Satyarno, Iman
Awaludin, Ali
Saputra, Ashar
Setiawan, Angga Fajar
author_facet Sutrisno, Widarto
Satyarno, Iman
Awaludin, Ali
Saputra, Ashar
Setiawan, Angga Fajar
author_sort Sutrisno, Widarto
collection UGM
description Earthquakes in Indonesia revealed that the majority of the destroyed buildings were community dwellings. For instance, the 2006 Yogyakarta earthquake itself caused 390,077 houses collapsed. The recent earthquakes in 2018 that happened in Lombok and Palu again caused 83,392, and 68,451 houses collapsed, respectively. Those collapsed houses were dominated by brick masonry wall type houses, which caused thousands of casualties in each major earthquake. This is due to the fact that the dwellings were not built properly, and this type of system is considered brittle. The casualties were caused mainly by the falling debris of the brick masonry walls. Recently new types of houses are introduced for the reconstruction after the earthquakes to satisfy the slogan Built Back Better. One of the newly introduced types of houses is called Instant Steel Frame House with the Indonesian acronym RISBA that can be built only within several days. The main steel frames of RISBA are made of double canal CNP 95 × 33 × 10 × 1.8 profile. This paper discusses the seismic performance of RISBA by using pushover analysis with SAP 2000 software. To take into account the material non-linearity, flexural plastic hinges were inserted in the frames. Pushover analysis results show that RISBA will respond almost elastically even in the very high seismic region like Palu City in Indonesia. In 2018 experience a big earthquake because especially the RISBA is very light. It is noted that adequate anchorages must be provided in the tie beams to prevent the locking mechanism. © 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
first_indexed 2024-03-14T00:05:05Z
format Article
id oai:generic.eprints.org:282208
institution Universiti Gadjah Mada
language English
last_indexed 2024-03-14T00:05:05Z
publishDate 2022
publisher Springer
record_format dspace
spelling oai:generic.eprints.org:2822082023-11-28T07:12:33Z https://repository.ugm.ac.id/282208/ Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction Sutrisno, Widarto Satyarno, Iman Awaludin, Ali Saputra, Ashar Setiawan, Angga Fajar Civil Engineering not elsewhere classified Earthquakes in Indonesia revealed that the majority of the destroyed buildings were community dwellings. For instance, the 2006 Yogyakarta earthquake itself caused 390,077 houses collapsed. The recent earthquakes in 2018 that happened in Lombok and Palu again caused 83,392, and 68,451 houses collapsed, respectively. Those collapsed houses were dominated by brick masonry wall type houses, which caused thousands of casualties in each major earthquake. This is due to the fact that the dwellings were not built properly, and this type of system is considered brittle. The casualties were caused mainly by the falling debris of the brick masonry walls. Recently new types of houses are introduced for the reconstruction after the earthquakes to satisfy the slogan Built Back Better. One of the newly introduced types of houses is called Instant Steel Frame House with the Indonesian acronym RISBA that can be built only within several days. The main steel frames of RISBA are made of double canal CNP 95 × 33 × 10 × 1.8 profile. This paper discusses the seismic performance of RISBA by using pushover analysis with SAP 2000 software. To take into account the material non-linearity, flexural plastic hinges were inserted in the frames. Pushover analysis results show that RISBA will respond almost elastically even in the very high seismic region like Palu City in Indonesia. In 2018 experience a big earthquake because especially the RISBA is very light. It is noted that adequate anchorages must be provided in the tie beams to prevent the locking mechanism. © 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. Springer 2022 Article PeerReviewed application/pdf en https://repository.ugm.ac.id/282208/1/Sutrisno%20et%20al.%20-%202022%20-%20Seismic%20performance%20of%20instant%20steel%20frame%20house%20f.pdf Sutrisno, Widarto and Satyarno, Iman and Awaludin, Ali and Saputra, Ashar and Setiawan, Angga Fajar (2022) Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction. Lecture Notes in Civil Engineering, 215. 81 -97. ISSN 23662557 https://link.springer.com/chapter/10.1007/978-981-16-7924-7_6
spellingShingle Civil Engineering not elsewhere classified
Sutrisno, Widarto
Satyarno, Iman
Awaludin, Ali
Saputra, Ashar
Setiawan, Angga Fajar
Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title_full Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title_fullStr Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title_full_unstemmed Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title_short Seismic Performance of Instant Steel Frame House for Post Earthquake Reconstruction
title_sort seismic performance of instant steel frame house for post earthquake reconstruction
topic Civil Engineering not elsewhere classified
url https://repository.ugm.ac.id/282208/1/Sutrisno%20et%20al.%20-%202022%20-%20Seismic%20performance%20of%20instant%20steel%20frame%20house%20f.pdf
work_keys_str_mv AT sutrisnowidarto seismicperformanceofinstantsteelframehouseforpostearthquakereconstruction
AT satyarnoiman seismicperformanceofinstantsteelframehouseforpostearthquakereconstruction
AT awaludinali seismicperformanceofinstantsteelframehouseforpostearthquakereconstruction
AT saputraashar seismicperformanceofinstantsteelframehouseforpostearthquakereconstruction
AT setiawananggafajar seismicperformanceofinstantsteelframehouseforpostearthquakereconstruction