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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Bangunan Jurnal Integrasi dan Harmoni Inovatif Ilmu-ilmu Sosial
Sulasmono, Raden Ian
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Humanities Civil Engineering, Building, Construction & Architecture Education Environmental Science Social Sciences

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Implementasi Layout Animasi 3d pada Gapura Tugu Masuk Wisata Bon Watu, Sambigede, Kecamatan Sumberpucung Debytiantama, Gamaliel Brian; Andyko, Mohammad; Sulasmono, Raden Ian; Firdiansyah, Muhammad Hasan; Ansyorie, Mohammad Musthofa Al
Jurnal Integrasi dan Harmoni Inovatif Ilmu-Ilmu Sosial Vol. 4 No. 1 (2024)
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um063v4i1p18-22

Abstract

Sambigede Village is one of the villages located in the Administrative Area of Sumberpucung District, Malang Regency. As a village with a low area, Sambigede Village has many places that have the potential to be developed into a tourist village. Sambigede Village itself is a village located near the Karangkates Reservoir. This reservoir has the potential to be used as water tourism for tourists who come there. Tourists can visit various interesting potential tourist destinations. This makes Sambigede village an opportunity to develop into a tourist village. Several of these opportunities must be utilized to make Sambigede village more attractive to tourists. Exhibitions and the application of science and technology are thus necessary for the development of Sambigede village through digitizing the promotion and implementation of sustainable ecotourism. In this case, implementation development can be described as a general description of the master plan design and creation of the Sambigede village portal sign. The output intended for public service is the General Plan for the Water Tourism Village of Sambigede Village and also articles about the results of this activity are published in the community service magazine Sinta 5. This community service aims to obtain intellectual property rights in the form of copyright and to apply for patents and to obtain scientific-technical applied products within the framework of cooperation. or partnerships between communities and universities. Desa Sambigede merupakan salah satu desa yang terletak di Wilayah Administrasi Kecamatan Sumberpucung Kabupaten Malang. Sebagai desa dengan wilayah yang rendah, Desa Sambigede memiliki banyak tempat yang berpotensi untuk dikembangkan menjadi desa wisata. Desa Sambigede sendiri merupakan desa yang terletak di dekat Waduk Karangkates. Dimana waduk tersebut berpotensi untuk dijadikan wisata air bagi para wisatawan yang datang kesana. Wisatawan dapat mengunjungi berbagai destinasi wisata potensial yang menarik. Hal ini membuat desa Sambigede menjadi peluang untuk berkembang menjadi desa wisata. Beberapa peluang tersebut harus dimanfaatkan agar desa Sambigede semakin menarik bagi wisatawan. Pameran dan penerapan iptek dengan demikian diperlukan untuk pengembangan desa Sambigede melalui digitalisasi promosi dan implementasi ekowisata berkelanjutan. Dalam hal ini pengembangan implementasi dapat digambarkan sebagai gambaran umum tentang desain masterplain dan pembuatan plang portal desa Sambigede. Keluaran yang ditujukan untuk pelayanan publik adalah Rencana Umum Desa Wisata Air Desa Sambigede dan juga artikel tentang hasil kegiatan ini dimuat dalam majalah pengabdian masyarakat Sinta 5. Tujuan dari pengabdian masyarakat ini adalah untuk memperoleh hak kekayaan intelektual berupa hak cipta dan untuk mengajukan paten serta untuk mendapatkan produk terapan ilmiah-teknis dalam kerangka kerja sama. atau kemitraan antara masyarakat dan perguruan tinggi.
Optimization of Hanger Spacing of Steel Arch Bridges Using Dynamic Loads Bathista, Moch. Dhoni; Sulasmono, Raden Ian; Risdanareni, Puput
INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur Vol. 20 No. 1 (2024): May
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v20i1.67074

Abstract

Bridges are basic infrastructure that must be met to create regional connectivity in Indonesia. One type of bridge that is often used is a curved bridge, which has the advantages of high strength, attractiveness, aesthetics and economy. In order to accelerate the development of bridge infrastructure, an efficient innovation in curved bridge design is needed. The development of curved bridge structures to achieve efficient designs has received much attention in several decades. However, researchers have only focused on optimising the geometry variation of the arch height. Therefore, the aim of this research is to innovate the optimisation of the hanger spacing on the arch bridge structure. In order to obtain optimal results, a bridge model is carried out by varying the hanger spacing of the centre model with a hanger spacing ratio of (1.3 - 1.1 - 0.9 - 0.7), a flat model with a hanger spacing ratio of (1 - 1 - 1 - 1) and an edge model with a hanger spacing ratio of (0.7 - 0.9 - 1.1 - 1.3), so that from the three models, the effect of hanger location on three conditions is obtained. Each model is modelled in the SAP2000 software and given a bridge service load to obtain the internal forces and deflections that occur. The output of the internal force and deflection is then analysed to determine the effect of the location of the bridge service hanger. The serviceability of the bridge is also analysed by calculating the ratio between the weight of the bridge and the deflection that occurs. The results of the analysis show that the location of the hanger affects the performance of the arch bridge structure. The centre model bridge design produces the most efficient structural performance in resisting the compressive axial forces and moments that occur, and produces the least deflection. Meanwhile, the edge model will provide the most efficient structural performance in resisting tensile axial forces.  By referring to the results of the bridge weight to deflection ratio analysis, it can be concluded that the centre model produces the most efficient structural design when compared to other curved bridge models.
OPTIMASI JARAK ELEMEN MELINTANG PADA JEMBATAN BAJA PELENGKUNG TIPE VIERENDEEL Sulasmono, Raden Ian; Bathista, Moch. Dhoni; Risdanareni, Puput
BANGUNAN Vol 29, No 1 (2024): BANGUNAN EDISI MARET
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v29i12024p%p

Abstract

Abstrak:Indonesia merupakan negara yang tersusun atas ribuan pulau yang saling terpisah. Jumlah jembatan di Indonesia hingga tahun 2021 adalah sebanyak 18.931-unit dan dari jumlah tersebut sebanyak 2.938-unit dalam kondisi kritis dan perlu dilakukan Pembangunan ulang oleh pemerintah. Salah satu jenis jembatan yang banyak digunakan adalah jembatan pelengkung Vierendeel yang memiliki banyakkeunggulan. Walaupun begitu pendesainan jembatan pelengkung harus melalui langkah-langkah yang benar agar keunggulan-keunggulan tersebut dapat maksimal. Salah satu usaha untuk meningkatkan performa jembatan pelengkung ialah dengan melakukan optimasi elemen melintang. Beberapa penelitian telah mencoba melakukan hal tersebut, dengan cara mengurangi jumlah elemen. Metode pengurangan elemen ini dinilai masih kurang optimal, sehingga dalam penelitian ini dilakukan penambahan variabel berupa pengaturan jarak antar batang melintang. Didasari hal itu, penulis ingin menutup riset gap dengan melakukan analisis untuk mencari rasio jumlah dan jarak batang melintang sehing ga didapatkan konfigurasi struktur yang efisien. Dari hasil analisis menggunakan software SAP2000. v22 diperoleh hasil bahwa parameter elemen melintang bawah yang paling efisien adalah 1/8-OB1 dengan rasio struktur 19,644. Kemudian untuk parameter elemen melintang atas yang paling efisienadalah OA1 dengan rasio struktur 20,257. Dengan hasil tersebut maka dapat diketahui bahwa semakin sedikit elemen melintang maka semakin efisien rasio yang didapatkan dimana hal ini juga dipengaruhi oleh beban yang diberikan yang tidak memiliki pengaruh signifikan terhadap elemen melintang. Kata-kata kunci: Elemen Melintang; Rasio; Struktur Jembatan Abstract: Indonesia is a country composed of thousands of islands that are separated from each other. The number of bridges in Indonesia until 2021 is 18,931-units and of this number as many as 2,938-units are in critical condition and need to be rebuilt by the government. One type of bridge that is widely used is the Vierendeel arch bridge which has many advantages. Even so, the design of arch bridges must go through the right steps so that these advantages can be maximized. One of the efforts to improve the performance of arch bridges is to optimize transverse elements. Some studies have tried to do just that, by reducing the number of elements. The method of reducing this element is considered still not optimal, so in this study an additional variable was carried out in the form of setting the distance between transverse rods. Based on this, the author wants to close the gap research by conducting an analysis to find the ratio of the number and distance of transverse bars so that an efficient structural configuration is obtained. From the results of the analysis using SAP2000.v22 software, it was obtained that the most efficient parameter of the lower transverse element was 1/8-OB1 with a structure ratio of 19.644. Then forthe parameter of the upper transverse element the most efficient is OA1 with a structure ratio of 20.257. With these results, it can be seen that the fewer transverse elements, the more efficient the ratio obtained which is also influenced by the load given which does not have a significant effect on transverse elements. Keywords: transverse elements; Ratio; Bridge Structure
Co-Authors Andyko, Mohammad Bathista, Moch. Dhoni Debytiantama, Gamaliel Brian Firdiansyah, Muhammad Hasan Mohammad Musthofa Al Ansyorie Puput Risdanareni