Article Per Year (5 Year)
p-Index From 2021 - 2026
5.662
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Media Konstruksi : Jurnal Ilmiah Teknik Sipil PROSIDING SEMINAR NASIONAL CENDEKIAWAN Jurnal Teknik Prosiding Seminar Nasional Pakar Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Pensil : Pendidikan Teknik Sipil Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Jurnal Tecnoscienza ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Reaktom : Rekayasa Keteknikan dan Optimasi Journal Innovation of Civil Engineering (JICE) Comsep : Jurnal Pengabdian Kepada Masyarakat Journal of Research Applications in Community Services Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Fleksibel: Jurnal Pengabdian Kepada Masyarakat Jurnal Teknologi dan Rekayasa Sumber Daya Air Sewagati Amplitudo: Jurnal Ilmu dan Pembelajaran Fisika Scientica: Jurnal Ilmiah Sains dan Teknologi Jurnal Sains Student Research Jurnal Sipil Terapan JURNAL MULTIDISIPLIN ILMU AKADEMIK Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil At-Tahdzib: Jurnal Studi Islam dan Muamalah Jurnal Rekayasa dan Aplikasi Teknik Sipil
Sundari, Titin
Program Studi Arsitektur, Fakultas Teknik, Universitas Lancang Kuning
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering 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 Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Physics Public Health Social Sciences Transportation Other

Published : 53 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 53 Documents
Search

 1   2   3   4   5 
Evaluasi Kinerja Struktur Tahan Gempa Dengan Metode Pushover Analysis Pada Gedung RS. Muhammadiyah Siti Khodijah Gurah - Kediri Abdul kholil; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.187

Abstract

Indonesia is a country that is vulnerable to natural disasters, one of which is an earthquake. Because Indonesia is at the meeting point of the 3 most important major plates in the world, one of the effects of the earthquake is damage to building structures. Structural planning is needed for buildings with earthquake resistance from the many occurrences of earthquakes seen in recent times and the losses incurred.Pushover analysis is a non-linear static analysis. The static load captured at the center of mass of each floor is taken into account in this pushover analysis as the effect of the design earthquake on the building structure, the aim of which is to find out how the building structure will collapse during an earthquake so that you can know which parts of the structure are in critical condition and what to do if they do not meet the requirements.The results of the analysis show that the maximum base shear force for the x direction capacity curve is 484.6749 tons with a displacement of 0.095228 m occurring in the 6th step, while the y direction of the maximum base shear force is 555.339 tons and displacement of 0.152807 m occurs in the 14th step. The performance point value is also obtained from the analysis pushover in the x direction with = 475.025 tons and D = 0.087 m yield Sa = 0.205 g and Sd = 0.072 m, while for the y direction with = 499.168 tons and D = 0.086 m yield Sa= 0.225 g and Sd = 0.067 m. Then at the level of building performance in the x and y direction parametersMaximum Total Drift Ratio included in the category Immediate Occupancy (IO), it can be concluded that the building did not suffer significant damage, the building is safe when an earthquake occurs, the risk of loss of life and structural failure is not too significant and can be used again immediately.
Evaluasi Nilai Stabilitas Pada Aspal AC-WC Dengan Metode SNI 06-2489-1991 Fahrisal Gunawan; Meriana Wahyu Nugroho; Totok Yulianto; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.284

Abstract

Asphalt concrete is a combination of aggregate, asphalt, with or without additives. To obtain high stability in asphalt concrete, it is necessary to have an aggregate that is well graded, dense, and has small voids between aggregate grains. Asphalt concrete performance testing can be done through the Marshall test. The Marshall Test Tool is used to determine the characteristics of a road pavement layer. One of the Marshall test kits that is still widely used in laboratories is the analog Marshall test kit. This study used an experimental method in the laboratory of the Jombang Regency Public Works Office with core test objects (KOR) made of a mixture of wear-resistant steel (AC-WC) with a thickness of 4 cm each. In this test, 4 core specimens were used in accordance with the 2010 General Highways Specifications (revision 3). With the composition of the constituent materials consisting of Aggregate 0-5 mm (42.2%), Aggregate 5 - 10 mm (33%), Aggregate 10 - 15 mm (16.9%), Filler Cement (1.9%), Asphalt Content (6%) those who get the value of 91.3% (stability) is the final residual stability value, before obtaining this value there are several values listed, namely; value 2,292gr/cm3 (Bj Mix), 5.274% (effective asphalt content), 0.772% (absorption of asphalt), 4.71% (VIM), VMA 16.80% (VIM), 71.97% (VFB ), 1178kg (initial marshall stability) , 3.55mm (flow), 332kg/mm (Marshall quetient).
Analisis Produktivitas Pekerja Pada Pekerjaan Pondasi dan Pemasangan Batu Bata Dengan Metode Work Study Muhamad Fauzan Endar; Rahma Ramadhani; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.288

Abstract

Work productivity is an element where the success of a project requires effective time and cost. This study aims to determine the productivity of foundation and brick workers. The work study method is an operations management technique used to increase work efficiency. The results of the analysis on foundation work with 2 groups (1 worker and 1 worker) using work study and AHSP 2021 for 1m3 with 1:3:10 specs obtained a productivity of 12.92 1m3 for 3 working days with a cost per 1m3 using the work study method, namely Rp.639,306 and AHSP 2021 Rp.782,517 with a difference of Rp. 143,211. The total cost of workers in foundation work using the work study method is IDR 8,257,273 and the 2021 AHSP is IDR 10,106,990 with a difference of IDR 1,849,717. In brick work with 1 group (1 mason 1 worker) using work study and AHSP 2021 for 1m2 with 1:3:10 specs, the productivity is 106.99 m2 for 9 working days with a cost per 1m2 using the work study method, namely Rp.60,696 and AHSP 2021 Rp.68,834 with a difference of Rp.8,138. The total cost of workers on brick work using the work study method is IDR 6,488,408 and AHSP 2021 is IDR 7,358,312 with a difference of IDR 869,904.
Redesain Struktur Gedung dengan Menggunakan Shear Wall : (Studi Kasus RS. Bhayangkara TK III Nganjuk) Falah, Febri Fajrul; Sundari, Titin
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 6 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pertambahan penduduk berbanding lurus dengan kebutuhan infrastruktur akan tetapi perbanding terbalik dengan ketersediaan lahan sehingga penambahan tinggi gedung menjadi solusinya. Penambahan tinggi gedung berbanding lurus dengan beban lateral berupa beban gempa yang terterima. Pembangunan infrastruktur  di Indonesia harus memenuhi persyaratan ketahanan terhadap gempa. Dalam merencanakan gedung  digunakan sistem struktur penahan gaya seismik sesuai dengan SNI 03-2847-2019 tentang Persyaratan Beton Struktural, SNI 03-1726-2019 tentang Perencanaan Gedung Tahan Gempa, serta SNI 1727-2020 tentang Pembebanan. Pelaksanaan penelitian mengumpulkan data-data berupa gambar kerja dan data tanah dilanjutkan pembuatan alaternatif desain menggunakan shear wall dengan memodelkan struktur. Pemodelan 3D dilakukan dengan menggunakan aplikasi analisa struktur sesuai gambar  kerja Gedung RS. Bhayangkara TK III Nganjuk, lalu ditambahkan shear Wall. Metode yang digunakan adalah Response Spektrum  untuk analisa beban lateral dan trial and error untuk perencanaan. Setelah menambahkan elemen  Shear wall beban keseluruhan gedung yang diterima sebesar  4.361 ton dengan besar gaya geser statik ekuivalen 9.162.00 N. Didapatkan perencanaan 2 jenis shear wall beton 24 Mpa dengan baja 420, pertama luas 8000 x 40 x 23500 cm membentang , kedua luas total 12000 x 40 x 23500 cm berbentuk C. Penulangan menggunakan tulangan 4/3 D13-100 pada kolom dan 2 D19-100  pada badan shear wall.
Analisis Proyek Pembangunan Jalan Dengan Metode Earned Value (Studi Kasus : Peningkatan Jalan Empunala Kota Mojokerto) Arrozaq, Muhammad Arif; Ramadhani, Rahma; Nugroho, Meriana Wahyu; Sundari, Titin
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 12 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Ketepatan biaya dan waktu sangat berpengaruh terhadap keberhasilan suatu proyek pembangunan jalan. Beberapa hal yang harus dipikirkan adalah waktu dan uang yang terlibat. Earned Value adalah alat yang dapat membantu kedua bagian pengendalian proyek. Proyek Perbaikan Jalan Empunala Kota Mojokerto menjadi fokus penelitian ini. Biaya proyek yang diharapkan, total lama pekerjaan, dan terlambat atau tidaknya jadwal adalah tujuan utama penelitian ini. Hasil penelitian menunjukan pada minggu ke-32 dari segi kinerja biaya nilai cost varians (CV) didapat hasil positive (+) = Rp.3,932,906,360, segi kinerja waktu nilai schedule varians (SV) bernilai positif (+) = Rp.6,809,900,709, nilai cost performed index (CPI) = 1.049, schedule performed indeks (SPI) = 1.087. Estimasi biaya akhir penyelesaian proyek EAC sebesar Rp.96,739,956,668., yang artinya menghemat biaya sebesar Rp.4,707,602,067. Estimasi waktu penyelesaian proyek EAS adalah 40 minggu yang berarti proyek akan selesai lebih cepat 1 minggu dari waktu yang telah direncanakan yaitu 41 minggu.
ANALISIS KETERLAMBATAN PADA PROYEK REHABILITASI BENDUNGAN BARENG JOMBANG DENGAN METODE FAULT TREE ANALYSIS (FTA) Saputra, Zhadam Galang; Yulianto , Totok; Wahyu , Meriana; Sundari , Titin; Ramadhani , Rahma
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 3 No. 1 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Perencanaan yang matang terhadap proyek perlu dilakukan untuk meminimalisir keterlambatan proyek. Tujuan penelitian ini adalah mencari faktor utama keterlambatan dan tingkat fatalitas keterlambatan proyek rehabilitasi bendungan bareng. Metode yang digunakan untuk menganalisis penyebab keterlambatan dengan menggabungkan metode Fault Tree Analysis ( FTA ) untuk menentukan faktor utama keterlambatan sedangkan matrik risiko untuk menentukan tingkat fatalitas keterlambatan. Hasil analisa FTA mendapatkan basic event sebanyak 30 yang menjadi faktor utama ialah banyaknya revisi pada gambar yang memiliki probabilitas 0,969 dan minimnya jumlah tenaga kerja di pekerjaan beton yang memiliki probabilitas 0, 943. Untuk hasil matrik risiko didapatkan di tingkat Low terdapat 4 risiko, sedangkan di tingkat Medium terdapat 26 risiko. Proyek rehabilitasi bendungan bareng memiliki fatalitas faktor keterlambatan pada tingkat risiko “Medium“ dan “Low“ tidak ada tingkat risiko “High“.
Analisis Keuntungan Proyek Menggunakan Metode Roi Pada Proyek Pembangunan Perumahan Subsidi Permata Alam Kecamatan Diwek Kabupaten Jombang Ahmad Dhiyaur Rahman; Totok Yulianto; Titin Sundari; Meriana Wahyu Nugroho
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.230

Abstract

Infrastructure development in Jombang Regency has increased, after the city returned to normal from the Covid outbreak over time. The natural gem subsidized housing project was built on an area of ​​7,410 m2. This landed house was built with Type 30/60 with a total of 71 housing units. This project was built by PT SAMI KARYA. In this research, data collection was obtained from developers such as weekly reports, daily reports, work schedules, RAB, and actual costs. In 2023, demand for houses in Jombang Regency will increase drastically because there are still many people who need a place to live. The methods used are Return of investment, Internal rate of return and Benefit cost ratio. The ROI calculation method is concluded to be still in profitable status as a long-term investment and can be used to invest in subsidized housing development projects with an ROI value above 16.19% as a return on investment parameter, but after carrying out a trial calculation, a profit value of 389 is obtained. % and of course achieve, even exceed the target.
ANALISIS FAKTOR-FAKTOR PENYEBAB KETERLAMBATAN PENYELESAIAN PROYEK PEMBANGUNAN RUMAH TOKO DI JOMBANG prasetyo, Wahyu; kholis , Nur; Sundari , Titin; Ramadhani , Rahma
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 3 No. 2 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Penelitian ini bertujuan untuk menganalisissfaktor-faktor penyebab keterlambataan pembangunan rumah toko di Kota Jombang dan menganalisis hubungan faktor keterlambatan dengan progres pembangunan. Penelitian ini menggunakan metode deskriptif kuantitatif dan memanfaatkan data sumber survei primer. Populasi dalam penelitian ini ialah orang yang berpengalaman dalam bidang konstruksi. Menggunakan purposive sampling dengan 30 responden. Data dianalisis dengan menggunakan analisis regresi linier berganda,pengolahan data menggunakan SPSS 20. Hasil dari penelitian ini menunjukkan bahwa biaya tambahan dan material menjadi salah satu faktor yang mengakibatkan terjadinya keterlambatan pada progres pembangunan, dalam analisis regresi diperoleh simpulan bahwa keduanya memiliki kontribusi dalam penurunan progres pembangunan dan memiliki hasil nilai yang negatif. Biaya tambahan memiliki nilai 0,160 sedangkan material memiliki nilai 0,015. Manfaat dari penelitian ini diharapkan bisa menambah informasi dan pengetahuan mengenai faktor-faktor yang menyebabkan keterlambatan pembangunan rumah toko secara terus-menerus dan mempengaruhi kemajuan pembangunan tersebut.
ANALISIS KINERJA PADA SIMPANG TIGA TAK BERSINYAL JALAN RAYA PLOSO Sakti Sakti; Titin Sundari; Totok Yulianto; Meriana Wahyu Nugroho
JOURNAL SAINS STUDENT RESEARCH Vol. 2 No. 5 (2024): Oktober : Jurnal Sains Student Research
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jssr.v2i5.2707

Abstract

Jalan Raya Ploso, classified as a two-lane undivided road, serves as the primary route connecting Jombang Regency, Mojokerto Regency, and Lamongan Regency. This road is situated in a densely populated area that includes residential neighborhoods, commercial establishments, a terminal, and various vendors, resulting in a mix of vehicles such as large trucks, buses, motorcycles, and cars moving simultaneously. Traffic congestion frequently occurs due to several factors, including market activities, vehicle parking, and vehicles moving slowly or entering and exiting properties along the road. The aim of this research is to analyze the issues occurring on Ploso Highway and provide alternative solutions that can be implemented. The focus of the study is the unsignalized three-way intersection in front of Ploso Market. Observations indicated a road capacity of 2558 vehicles per hour (vph) with a degree of saturation (Dj) of 0.92. Since this degree of saturation does not meet the PKJI 2023 standard, which sets an ideal degree of saturation below 0.85, the researcher proposes an alternative solution involving widening the lane by 1.20 meters on the major road and 0.50 meters on the minor road.
Analisis Profitabilitas pada Proyek Rehabilitasi Jalan Banjaragung Pulosari Jombang Dita Irtanti Febrianita; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.601

Abstract

Profitability analysis is a key factor in evaluating the success of construction projects. This study focuses on the profitability of the Banjaragung - Pulosari road rehabilitation project in Jombang. The rehabilitation project spans 1,566 meters in length and 3 meters in width, with a project value of IDR 1,534,120,251. To determine the profit level, a profitability analysis is required. The main objective of this report is to provide an understanding of profitability analysis in the construction industry, particularly in the Banjaragung - Pulosari road rehabilitation project in Jombang, by presenting the Return on Investment (ROI), Internal Rate of Return (IRR), and Benefit-Cost Ratio (BCR) methods as tools for evaluating profitability. The analysis results show a favorable outcome with an ROI of 29% and an IRR of 10.42% per year, which is higher than the East Java Regional Development Bank’s Prime Lending Rate (SBDK) of 6% per year. A BCR of 1.0669 also indicates that the benefits exceed the costs, signifying that the project has high investment return potential and is viable to undertake.
Co-Authors A'izzatul Khiyana Abdiyah Amudi, Abdiyah Abdul Ghoffar Aljabari Abdul kholil Achmad Imam Agung Afnan Ashiddiq Virgatara Setyawan Agus Basri Saptono Agus Wiyono Ahmad Dhiyaur Rahman Ahmad Irwan Hanafi Amudi , Abdiyah Andi Dwi Kurniawan Andik Nur Azis Andik Purwanto Andim Rendy Setiawan Arrozaq, Muhammad Arif A’izzatul Khiyana Benny Hermawan Boby Samra Candra Prasetyo Dasega Arya Eka Cipta Dimas Ubaidillah Dimyati, Yayat Dita Irtanti Febrianita Eko Risdianto Fahrisal Gunawan Fakhri Nur Khalid Falah, Febri Fajrul Fernando Putra.A Fingki Fingki Hamdan Yasid, Hamdan Hendri Silva Hendri Silva Hendri Silva, Hendri Ihsan Kurniawan Imamatul Ummah Imbardi Imbardi Khiyana, A’izzatul kholis , Nur Lubis, Syawaluddin Efendi Madu Sonia Masrul, Wati Mayasari , Andhika Minto Mohammad Johan Mohammad Nur Fatta Muzzakki Mohd. Fauzi Muflihah, Nur Muhamad Fauzan Endar Muhammad Babul Uyun Mutrofin, Akmam Nailul Izzati Nugroho, Meriana Wahyu Prastiyo, Muhammad Prista Wahyuningsih Putri Wulansari Rahardjo, Fadjar Wahyu Rahma Ramadhani Rahmat Tri Prasetya Ramadhani , Rahma Rohmat Hidayat Romadhon Tri Anggoro Safi Faozi Sakti Sakti Saputra, Zhadam Galang Shinta Intan Putri Suci Ramadhani Sumarsono Surya Surya Syarifah, Faradhina Millatul Maula Tah Sin Hal Taufiq Taufiq Terdy Kistofer Totok Yulianto Totok Yulianto Wahyu , Meriana Wahyu Prasetyo wati masrul Yulianto , Totok