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ANALISA PERBANDINGAN PENEMPATAN DINDING GESER PADA BANGUNAN GEDUNG BERTINGKAT MENGGUNAKAN SNI 1726-2019 Tito Bobby Kristianto; Maryanto Maryanto; Frieda Frieda
Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan Vol. 8 No. 2 (2025): Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan, April 2025
Publisher : Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/jt.v8i2.10038

Abstract

Areas in Indonesia are prone to earthquakes, so it is necessary to plan a structure that can withstand the lateral forces caused by the earthquake. Shear walls are very effective in resisting lateral forces due to their high stiffness. The purpose of the study was to determine the effect of the location of shear walls on structures subjected to earthquake loads according to SNI 1726-2019. 7 structural models were created, namely 1 model without a shear wall and 6 models plus a shear wall with the same area and location which were divided into 2 models each in the core area, transition area and edge area and analyzed with software ETABS. Results of analysis are time period, story drift and moments of column in all models are then compared. Obtaining the value of the small time period by placing the shear wall at the edge of the building, with the highest stiffness value. Obtain the value of the story drift in the direction of the small long axis by placing a shear wall in the core area of the building, with a relatively small stiffness value. While value of the short axis deviation story drift by placing a shear wall in the transition area with a small stiffness. Small column moments value by the location of the shear wall in the transition area has the smallest maximum column moment value with a relatively small stiffness. The rigidity of the frame structure is greatest by placing shear wall at the edges of the building.
Perencanaan Website Peta Tata Wilayah Untuk Kebutuhan Infrastruktur Dan Penunjang Fasilitas Pelayanan Valentino Gracia Lumban Tobing; Melia Putri Ivana; Stevenson Ari Kuswandi; Haris Setyawan; Reynald Marcelinovanto; Denny Denny; Maryanto Maryanto
Diteksi : Jurnal Pengabdian Kepada Masyarakat Vol. 3 No. 2 (2025): Diteksi, Vol. 3, No. 2, November 2025
Publisher : Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/diteksi.v3i2.24474

Abstract

Pahandut Village in Palangka Raya City, Central Kalimantan, is experiencing rapid socio-economic growth, requiring accurate spatial data support for regional planning and management. Until now, the availability of spatial information at the Rukun Tetangga (RT) level, especially related to regional boundaries, infrastructure conditions, and the location of public facilities, is still limited and has the potential to hinder the process of formulating development needs. The Building and Impact Engineering (TMB) program activities are carried out to help overcome these problems through the preparation of spatial databases of urban villages. The implementation process uses qualitative and quantitative approaches, through field surveys and interviews to obtain data on RT/RW boundaries and public facilities. The collected data is then digitally processed using QGIS software, so that spatial information can be converted into digital maps and compiled in a geospatial format. The results of the visualization are then integrated into the website platform to facilitate access and utilization of information. The output of the activity is in the form of a website-based digital map that can be a more structured, accurate, and effective source of spatial data to support development decision-making in Pahandut Village