Article Per Year (5 Year)
p-Index From 2021 - 2026
5.946
P-Index
This Author published in this journals
All Journal International Journal of Advances in Applied Sciences Ecotrophic, Journal of Environmental Science Teknik Sipil dan Arsitektur Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Majalah Geografi Indonesia Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Teknik Pengairan: Journal of Water Resources Engineering Jurnal Teknik Sipil Fondasi: Jurnal Teknik Sipil U Karst SIKLUS: Jurnal Teknik Sipil Civil and Environmental Science Journal (CIVENSE) Jurnal Pelayanan dan Pengabdian Masyarakat (Pamas) Jurnal Riset Rekayasa Sipil International Journal of Engineering and Emerging Technology Inersia : Jurnal Teknik Sipil JMTS: Jurnal Mitra Teknik Sipil Journal of Infrastructure and Facility Asset Management Indonesian Journal of Social and Environmental Issues (IJSEI) Jurnal Teknik Sipil dan Arsitektur Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Teknik Gradien Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Jurnal Rekayasa Teknik Sipil dan Lingkungan Matriks Teknik Sipil Journal of Infrastructure Planning and Engineering Dinamika Teknik Sipil: Majalah Ilmiah Teknik Sipil
Putu Aryastana
Universitas Warmadewa
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation

Published : 51 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 51 Documents
Search

 2   3   4   5   6 
Analisis Komparatif Zona Agregat Halus Terhadap Kuat Tekan, Kuat Tarik Belah, dan Kuat Lentur Beton Ni Wayan Pani Nadia Sari; Ni Komang Ayu Agustini; Aryastana, Putu
Inersia: Jurnal Teknik Sipil Vol. 17 No. 2 (2025)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.17.2.44-51

Abstract

The performance and durability of concrete depend significantly on the quality of its components, particularly fine aggregates such as sand. These aggregates are categorized into four distinct gradation zones according to their particle size distribution. This study aims to analyze how different fine aggregate gradation zones affect the mechanical properties of standard concrete designed for a target compressive strength of 25 MPa. The experimental approach involved assessing material characteristics, designing concrete mixtures following SNI 03-2834-2000 guidelines, and conducting compressive, split tensile, and flexural strength tests after 7 days of curing. Results indicated that zone 2 fine aggregates yielded the maximum compressive strength (29.03 MPa) and split tensile strength (1.49 MPa), whereas zone 3 aggregates produced the highest flexural strength (2.71 MPa). These findings highlight the importance of selecting the optimal fine aggregate gradation zone to enhance concrete performance.
Perencanaan Struktur Gedung Kantor (DPMPTSP, Disnaker, Diskes dan Capil) Kabupaten Gianyar dengan Menggunakan Flat Slab Mulia, Hendy Ardhito; Triswandana, I Wayan Gde Erick; Aryastana, Putu; Sarassantika, I Putu Ellsa
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.17372

Abstract

In the construction, it must be able to be used according to its function so that it can be used for a long time. The concept of construction that has sufficient strength and allows for large spaces without affecting aesthetics has emerged in recent decades. A flat slab is one of the advances in the construction system of a two-way concrete plate that distributes the working load directly to the column element without using a beam. The use of drop panels can increase the strength of the plate by resisting the sliding style of the pons and reducing the negative moment reaction that occurs on the plate and column. In the analysis, the results used a flat slab with a thickness of 200 mm, with bones in the x and y directions at the focus of As D16-100 mm and As’ D16-200 mm, whereas in the columns of column directions x and y, the field part is mounted with As D13-100 mm and As‘ D13-200 mm. In the middle column of directions X and Y, use the bones of As D13-100 mm and As‘ D13200 mm. Used a drop panel of 300 mm. For the lift area, an L type column with dimensions of 450 mm x 450 mm is used. The bars used are TB1, TB2, B1, and RB, and the columns used are 500 mm x 500 mm and 400 mm x 400 mm. The planned foundation uses a cylinder-shaped pillar with a depth of up to 8 meters.
Perbandingan Mutu Beton terhadap Gaya Geser dan Simpangan pada Bangunan Rutan Kejati Ahadina, Anak Agung Ananda Surya Ayugde; Sarassantika, I Putu Ellsa; Triswandana, I Wayan Gde Erick; Aryastana, Putu
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.17387

Abstract

This study examines the planning of high-rise building structures in Indonesia, focusing on the application of Special Moment Resisting Frame (SMRF) systems under seismic conditions. Situated within the Pacific Ring of Fire, Indonesia frequently experiences significant earthquakes due to the convergence of three continental plates. Previous research indicates that the design of high-rise buildings necessitates careful attention to dimensions and reinforcement to ensure structural strength and stability. The SMRF planning method, which applies the principle of strong column weak beam, has been analyzed across various case studies, including designs for office buildings, hotels, laboratories, and educational facilities.Furthermore, this study compares the structural performance using different concrete strengths, specifically 41.5 Mpa and 24.9 Mpa, in the construction of prison walling at the Kejati Detention Center. Through quantitative analysis and structural modeling using ETABS V.20 software, this research identifies differences in base shear and inter-story drift between the two concrete strengths. The findings provide insights into the effectiveness of higher-grade concrete usage and its potential impacts on the strength and structural quality of buildings. The implications of this research can guide practitioners in selecting the appropriate construction materials to enhance performance and cost-efficiency in high-rise building projects in Indonesia.
A study of rainfall thresholds for landslides in Badung Regency using satellite-derived rainfall grid datasets Aryastana, Putu; Dewi, Listya; Wahyuni, Putu Ika
International Journal of Advances in Applied Sciences Vol 13, No 2: June 2024
Publisher : Institute of Advanced Engineering and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11591/ijaas.v13.i2.pp197-208

Abstract

Integrating field rainfall data with satellite data improves data accuracy and overcomes rainfall data limitations for rain thresholds. Integration can involve field rainfall data, satellite rainfall data, or a different satellite dataset. Merging these rainfall data sources provides more spatial coverage of satellite data. To determine how well rainfall thresholds predict rainfall-triggered landslides, the threshold model must be validated. This study will evaluate satellite rainfall data before and after integration in developing a rainfall threshold model for landslide prediction in Badung Regency. To do so, the study used a cumulative rainfall threshold over 3, 7, 15, and 30 days and two rainfall satellite products (integrated merged multi-satellite retrievals (IMERG) and precipitation estimation from remotely sensed information using artificial neural networks (PERSIANN)). Median, first, and third quartiles were used to set thresholds. The area under the curve (AUC) was calculated to validate rainfall threshold outcomes using receiver operating characteristic (ROC) curves. Analysis showed that integrating satellite rainfall data into the rainfall threshold model for landslide prediction yields better results than other methods. An AUC value of 0.903 (90.3%) for the 30-day cumulative rainfall thresholds supports this claim. This model could be a good input for a landslide early warning system in Badung Regency.
Analisis Variasi Agregat Halus terhadap Karakteristik Paving Block Berpori dengan Limbah Keramik Pradana, Rajendra Bayu; Agustini, Ni Komang Ayu; Aryastana, Putu
Dinamika Teknik Sipil: Majalah Ilmiah Teknik Sipil Vol. 18/No. 2/Desember 2025
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/dts.vi.12278

Abstract

Pengelolaan air hujan merupakan tantangan dalam industri konstruksi karena berpotensi menimbulkan genangan, banjir, dan kerusakan infrastruktur. Salah satu solusi yang dikembangkan adalah paving block berpori yang memiliki porositas tinggi sehingga memungkinkan air meresap ke dalam tanah. Penelitian ini bertujuan untuk mengembangkan paving block berpori dengan memanfaatkan limbah keramik sebagai substitusi agregat kasar sebesar 20% serta mengkaji pengaruh variasi proporsi agregat halus terhadap agregat kasar, yaitu 1,5/1,5; 0,15/2,85; 0,3/2,7; 0,45/2,55; 0,6/2,4; dan 0/3. Parameter yang ditinjau meliputi kuat tekan, penyerapan air, berat jenis, dan ketahanan terhadap natrium sulfat. Metode penelitian meliputi pengujian karakteristik material, pembuatan benda uji dengan perbandingan campuran 1:3 (semen:agregat), serta pengujian laboratorium pada umur 28 hari. Hasil penelitian menunjukkan bahwa variasi 1,5/1,5 dengan substitusi 20% limbah keramik menghasilkan kuat tekan dan ketahanan terhadap natrium sulfat terbaik, sedangkan variasi 0,15/2,85 menghasilkan nilai penyerapan air tertinggi. Pemanfaatan limbah keramik terbukti meningkatkan performa paving block berpori meskipun menyebabkan penurunan berat jenis.
MANAJEMEN LALU LINTAS DI RUAS JALAN TEUKU UMAR BARAT DENPASAR BALI Koli, Alexander Y.; Sumanjaya, Anak Agung Gede; Aryastana, Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.3901

Abstract

Traffic congestion on Teuku Umar Barat Road is attributable to the road's location in the center of Denpasar, where there are very dense concentrations of shops. The purpose of this study is to analyze the performance of the Teuku Umar Barat road section in West Denpasar and to develop alternative solutions to address traffic congestion on the road. The method for calculating road section performance follows the Indonesian Road Capacity Guidelines 2023 to determine free-flow speed, capacity, and performance. The results of the analysis of the performance of the Teuku Umar Barat road section, with a 2/2 TT type of road, experienced performance problems with a degree of saturation value of 1.04, exceeding the road section performance eligibility requirements, which is ≤ 0.85, with the speed of passenger cars used being 26 Km/hour and the travel time used being 0.019 hours. After the implementation of traffic management, namely the implementation of the odd/even road system on the Teuku Umar Barat road from North to South and South to North, starting from the Marlboro intersection to the Gunung Salak intersection, the performance of the Teuku Umar Barat road improved with a decrease in the degree of saturation value to 0.48 and the speed of passenger cars used being 48 Km/hour. The travel time used with a segment length of 500 meters is 0.010 hours. The results of this study are expected to serve as a technical reference for local governments in the planning and management of traffic on urban road sections experiencing high levels of saturation.
KAJIAN PEMANFAATAN DAERAH SEMPADAN SUNGAI TUKAD PAKERISAN Putu Aryastana, S.T., M.Eng., M.Si
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 5 No. 1 (2016)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.5.1.244.53-60

Abstract

Sempadan sungai merupakan suatu kawasan yang mempunyai manfaat untuk mempertahankan kegiatan perlindungan, penggunaan dan pengendalian atas sumber daya yang ada pada sungai. Tukad Pakerisan merupakan salah satu sungai yang memiliki kearifan lokal yang sudah diakui dunia. Kawasan Tukad Pakerisan memiliki banyak situs arkeologi bersejarah, seperti kawasan Gunung Kawi dan Tirta Empul. Pelestarian sepanjang DAS Tukad Pakerisan dibagi tiga zona yakni, zona inti yang berjarak 100 m dari bibir sungai (kanan-kiri), zona penunjang berjarak 200 M dari sungai dan zona pengembangan berjarak 300 M dari sungai, yang secara tidak langsung sudah memenuhi kriteria batas daerah sempadan yang ditetapkan dalam PP No.38 Tahun 2011. Untuk mengetahui lebar minimal sempadan sungai di Tukad Pakerisan dilakukan analisa terhadap peraturan-peraturan yang terkait dengan sempadan sungai. Untuk mengetahui pemanfaatan daerah sempadan sungai dilakukan dengan penelusuran alur sungai Tukad Pakerisan dari hilir menuju hulu sejauh 10 km dengan menggunakan GPS dan melakukan analisa citra satelit google earth. Hasil menunjukkan bahwa lebar sempadan sungai di Tukad Pakerisan antara 5 meter sampai dengan 100 meter yang disesuaikan dengan kriteria dan kondisi daerahnya. Pemanfaatan lahan pada daerah sempadan sungai Tukad Pakerisan adalah tegalan/vegetasi sebanyak 42%, sawah sebanyak 33%, lahan kosong sebanyak 15% dan permukiman sebanyak 10%. Kata kunci: pakerisan, sungai, sempadan
IDENTIFIKASI PEMANFAATAN DAERAH SEMPADAN SUNGAI TUKAD PETANU Putu Aryastana, S.T., M.Eng., M.Si
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 4 No. 2 (2015)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.4.2.245.1-12

Abstract

Sempadan sungai merupakan suatu kawasan yang mempunyai manfaat untuk mempertahankan kegiatan perlindungan, penggunaan dan pengendalian atas sumber daya yang ada pada sungai. Tukad Petanu merupakan sungai yang melintasi Kabupaten Gianyar yang memiliki fungsi sebagai sumber air untuk daerah irigasi, areal tempat suci, areal pariwisata air terjun dan tetap sebagai fungsi utama yaitu saluran pembuangan limbah rumah tangga dan industri rumah tangga disekitar sungai.Untuk mengetahui lebar minimal sempadan sungai di Tukad Petanu dilakukan analisa terhadap peraturan-peraturan yang terkait dengan sempadan sungai. Untuk mengetahui pemanfaatan daerah sempadan sungai dilakukan dengan penelusuran alur sungai Tukad Petanu dari hilir menuju hulu sejauh 10 km dengan menggunakan GPS dan melakukan analisa citra satelit google earth. Hasil menunjukkan bahwa lebar sempadan sungai di Tukad Petanu antara 10 meter sampai dengan 100 meter yang disesuaikan dengan kriteria dan kondisi daerahnya. Pemanfaatan lahan pada daerah sempadan sungai Tukad Petanu didominasi oleh lahan kosong, sawah. Namun ada beberapa pemanfaatan lain seperti penambangan batu paras, permukiman, villa, resort, tempat hunian, tempat ibadah. Kata kunci: sempadan, sungai, petanu
IDENTIFIKASI PEMANFAATAN DAERAH SEMPADAN SUNGAI TUKAD AYUNG Putu Aryastana, S.T., M.Eng., M.Si
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 4 No. 1 (2015)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.4.1.253.17-25

Abstract

Sempadan sungai meliputi ruang atau daerah yang merupakan batas atau pemisah antara daerah sungai dengan daerah dataran yang berfungsi sebagai penyangga. Tukad Ayung merupakan sungai terpanjang di Provinsi Bali yang memiliki fungsi sebagai sumber air baku, air irigasi dan juga sebagai saluran pembuangan.Untuk mengetahui batas atau lebar minimal sempadan sungai di Tukad Ayung dilakukan analisa terhadap peraturan-peraturan yang terkait dengan sempadan sungai. Untuk mengetahui pemanfaatan daerah sempadan sungai dilakukan dengan menganalisa citra satelit google earth. Hasil analisa menunjukkan bahwa lebar minimal sempadan sungai di Tukad Ayung adalah 15 m. Hal ini disebabkan karena Tukad Ayung merupakan sungai yang tidak bertanggul dengan kedalaman 3 – 20 m. 2. Pemanfaatan daerah sempadan sungai di Tukad Ayung adalah sawah sebanyak 45%, tegalan/lahan kosong sebanyak 20%, pemukiman dan hotel sebanyak 15%, pertokoan sebanyak 15%, fasiltias umum sebanyak 5%. Rencana pengembangan kawasan yang tercantum dalam Rencana Pola Ruang Kota Denpasar, akan banyak digunakan sebagai permukiman, maka perlu upaya untuk segera menetapkan batas sempadan sungai. Kata kunci: pemanfaatan, sempadan, ayung.
PERENCANAAN GEDUNG RUMAH SAKIT NYITDAHTABANAN MENGGUNAKAN STRUKTUR BAJA DENGAN SISTEM RANGKA BREISING DAN TANPA BREISING I Made Wika Darmawan; Putu Aryastana; I Made Ardantha
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.6.1.462.96-107

Abstract

ABSTRACT Nyitdah Hospital Building - Tabanan is planned to use steel structure by utilizing skeleton brace system and without brace. This planning is done to find out the comparison of dimensions that occur when a Steel Structure in the add framework brace. The steel structure of this Hospital is based on SNI 1729 - 2015 Specifications for structural steel building buildings. The method used in this planning is using Load Resistance Factor Design (LRFD) method. The LRFD method is a method of planning by means of nominal capacity to anticipate uncertainties in the material used, while with the resistance factor to anticipate uncertainty in the variation of work load. The loads that work on the structure of the Hospital Building, calculated and analyzed the results obtained that the steel structure without brace experiencing a large shear force. The shear force occurs greatest in the beam with a ratio of 89.7% of the allowable shear force. After added brace framework, is brace type X and V inverted obtained a decrease of shear force. For brace type X shear forces that can be retained up to 30.65% of the shear force of the structure without brace. And for inverted breeding V can hold up to 21.33%, preferably 9.32% of brace type X. But the force that occurs not only sliding, the beam occurs moment and the column is pressed. In this case the type X breeders can withstand both the moment force on the beam and the compression force in the column, while the breed of type V is reversed, the moment that occurs on the beam becomes large. Brace Type X was chosen for the redesign of Nyitdah Hospital Building - Tabanan by considering the dimensions used in bias smaller than the structure without brace. The shear, moment and tap forces that occur in the structure can already be retained by the main structural frame and additionally the type X brace frame. Key word: steel, brace, LRFD
Co-Authors A. A. Ngr. Billy Narendra Agustini, Ni Komang Ayu Ahadina, Anak Agung Ananda Surya Ayugde Anak Agung Gede Sumanjaya Ardantha, I Made Ardhanaresvari, Tiara Rekha Asmani K., Anak Agung Rai Aureo Da Costa Belo Bhaskara, Made Adi Budha, I Ketut Candrayana, Kadek Windy Cok Agung Yujana Cok Agung Yujana Darma, I Gede Wira Dewa Ayu Nyoman Sriastuti, Dewa Ayu Nyoman Dewi, Listya Dharma, I Made Sotya Wira Diva, I Wayan Ditya Maha Gede Rustiawan Gede Rustiawan Gede Sumarda Gede Suranata, Putu I Dewa Ayu Dwi Darmayanti I Dewa Ayu Mega Swari I Gede Yogi Adnyana Puspita Riana I Gusti Agung Putu Eryani I Gusti Ngurah Agung Widya I Ketut Budha I Komang Angga Darmayasa I Made Ardantha I Made Ardantha I Made Dwipa Jaya I Made Eryana Eka Putra I Made Eryana Eka Putra I Made Kariyana I Made Okdivian Soekaratha I Made Surya Kumara I Made Wika Darmawan I Nengah Sinarta I Nyoman Sai Santya I Putu Ellsa Sarassantika I Putu Suta Suyasa I Wayan Muliawan I Wayan Runa I Wayan Wartana Ida Ayu, Trisuci Arnawati Ida Bagus Gede Indramanik Ida Bagus Made Yatana Ilona Dwiyeni Nahak Kadek Surya Dwangga Kadek Windy Candrayana Koli, Alexander Y. Krisna Dwipa Yana Kurniawan, I Putu Manik M. Sudiana Mahendra Maria Imaculata Goran Mosa Maria Imaculata Goran Mosa Marselus Putra Mawo Kasa Sairo Marselus Putra Mawo Kasa Sairo Morim, Gruberth Dirk Mulia, Hendy Ardhito Ni Kadek Ari Gita Cahyani Ni Ketut, Natalia Wulansari Ni Komang Ayu Agustini Ni Komang Ayu Agustini Ni Komang Ayu Agustini Ni Komang Sintyawati Ni Luh Putu, Laksmini Ni Made Ola Ulandari Ni Made Widya Pratiwi Ni Made Widya Pratiwi Ni Putu Widya Yuniari Ni Wayan Pani Nadia Sari Ni Wayan Wahyuni Nugraha, Cokorda Gede Eka Pradana, Rajendra Bayu PUTU IKA WAHYUNI Rahadiani, Anak Agung Sagung Dewi Raharja, I Kadek Agus Wahyu Rahmayanti, Ni Made Prisca Sepiantara, Putu Agus Sinda, Longginus Subiyanto, Krisna Himawan Sumanjaya, Anak Agung Gede Suranata, I Putu Gede Tasuku Tanaka Tri Hayatining Pamungkas Triswandana, I Wayan Gde Erick Wayan Gde Erick Triswandana Wayan Wahyu Adnyana Tamara Wayan Widiana Wayan Widiana Wikan Pradnya Dana, Gde Windy Candrayana, Kadek Wui, Jackson Chang Hian Yanti Dewi, Ni Komang Yasa Bagiarta, I Ketut Yujana, Cokorda Agung