Struktur Dan Desain Bangunan Tradisional Bali Di Banjar Cekeng, Desa Sulahan, Bali

Made Novia Indriani, Ida Ayu Putu Sri Mahapatni1, I. P. Laintarawan, I. W. Artana
{"title":"Struktur Dan Desain Bangunan Tradisional Bali Di Banjar Cekeng, Desa Sulahan, Bali","authors":"Made Novia Indriani, Ida Ayu Putu Sri Mahapatni1, I. P. Laintarawan, I. W. Artana","doi":"10.30595/techno.v24i1.16980","DOIUrl":null,"url":null,"abstract":"The structure and design of traditional Balinese buildings are still great features, especially when it comes to keeping culture, society, and religion alive in old buildings. Research on building design structures still needs to be reported. This study aims to analyze the structure and design of traditional Balinese buildings in Banjar Cekeng, Sulahan Village, Bali. The mixed method study design was used to direct residents of Br Cekang to sekanem and Paon buildings. Data analysis is carried out descriptively. As a result, the traditional Balinese structure and design of the Sakanem and Paon (kitchen) in Banjar Cekeng meet SNI based on structural analysis. The findings show the strength of the structure for the beams and that the bale Sakanem and Paon horses have sufficient vertical rigidity to withhold the working boundary loads. Furthermore, at the lateral deviation of the Sakanem and Paon building structures, they have sufficient lateral rigidity to withstand the earthquake loads in the x and y directions. Maximum factored force analysis obtained the results of the structures of models 1 (Sakanem), consisting of column and beam structure components made of wooden material, and models 2 (Paon), with concrete column structure components, bamboo, and wooden beams. The nominal bending and sliding capacities of Sakanem and Paon beams are greater than the ultimate bending and sliding capacities. The combined capacity of bending and axial columns in Sakanem and Paon buildings is smaller than the bending and axial capacity of ultimate and practical columns in Paon buildings, not crossing the interaction boundary line.","PeriodicalId":402840,"journal":{"name":"Techno (Jurnal Fakultas Teknik, Universitas Muhammadiyah Purwokerto)","volume":"23 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Techno (Jurnal Fakultas Teknik, Universitas Muhammadiyah Purwokerto)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.30595/techno.v24i1.16980","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

The structure and design of traditional Balinese buildings are still great features, especially when it comes to keeping culture, society, and religion alive in old buildings. Research on building design structures still needs to be reported. This study aims to analyze the structure and design of traditional Balinese buildings in Banjar Cekeng, Sulahan Village, Bali. The mixed method study design was used to direct residents of Br Cekang to sekanem and Paon buildings. Data analysis is carried out descriptively. As a result, the traditional Balinese structure and design of the Sakanem and Paon (kitchen) in Banjar Cekeng meet SNI based on structural analysis. The findings show the strength of the structure for the beams and that the bale Sakanem and Paon horses have sufficient vertical rigidity to withhold the working boundary loads. Furthermore, at the lateral deviation of the Sakanem and Paon building structures, they have sufficient lateral rigidity to withstand the earthquake loads in the x and y directions. Maximum factored force analysis obtained the results of the structures of models 1 (Sakanem), consisting of column and beam structure components made of wooden material, and models 2 (Paon), with concrete column structure components, bamboo, and wooden beams. The nominal bending and sliding capacities of Sakanem and Paon beams are greater than the ultimate bending and sliding capacities. The combined capacity of bending and axial columns in Sakanem and Paon buildings is smaller than the bending and axial capacity of ultimate and practical columns in Paon buildings, not crossing the interaction boundary line.
巴厘岛苏兰村Banjar Cekeng的传统建筑结构和设计
巴厘岛传统建筑的结构和设计仍然具有很大的特色,特别是当它在老建筑中保持文化,社会和宗教活力时。关于建筑设计结构的研究还有待报道。本研究旨在分析峇里岛Sulahan村Banjar Cekeng的峇里传统建筑的结构与设计。混合方法研究设计用于引导Br Cekang的居民进入sekanem和Paon建筑。数据分析是描述性的。因此,Banjar Cekeng的Sakanem和Paon(厨房)的传统巴厘岛结构和设计符合基于结构分析的SNI。研究结果表明,梁的结构强度和包Sakanem和Paon马有足够的垂直刚度来抵挡工作边界载荷。此外,在Sakanem和Paon建筑结构的侧向偏差处,它们具有足够的侧向刚度来承受x和y方向的地震荷载。最大因式力分析得到了模型1 (Sakanem)和模型2 (Paon)的结构结果,模型1由木制材料制成的柱和梁结构构件组成,模型2由混凝土柱结构构件、竹和木梁组成。Sakanem和Paon梁的名义抗弯和滑动能力大于极限抗弯和滑动能力。Sakanem和Paon建筑的抗弯和轴向柱承载力总和小于Paon建筑的极限和实用柱的抗弯和轴向柱承载力,没有跨越相互作用的边界线。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信