p-Index From 2021 - 2026
8.008
P-Index
This Author published in this journals
All Journal Katalogis TEKNIK MEDIA KOMUNIKASI TEKNIK SIPIL Mimbar PGSD Undiksha Jurnal Penelitian dan Pengembangan Pendidikan Jurnal Ilmiah Teknologi dan Rekayasa Jurnal Manajemen Teknologi Jurnal Filsafat Program Kreativitas Mahasiswa - Penelitian Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Edufisika: Jurnal Pendidikan Fisika JURNAL PROFESI KEGURUAN Media Penelitian Pendidikan : Jurnal Penelitian dalam Bidang Pendidikan dan Pengajaran JP3 (Jurnal Pendidikan dan Profesi Pendidik) Jurnal Penelitian Pembelajaran Fisika MALIH PEDDAS E-Dimas: Jurnal Pengabdian kepada Masyarakat JOIN (Jurnal Online Informatika) Jurnal Penelitian Pendidikan IPA (JPPIPA) Jurnal Pendidikan Fisika dan Keilmuan (JPFK) PeTeKa JURNAL PENDIDIKAN TAMBUSAI Jurnal Basicedu Jurnal Ilmiah Sekolah Dasar Jurnal Telematika Jurnal Pendidikan Fisika dan Teknologi Jambura Journal of Community Empowerment PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat EDUKATIF : JURNAL ILMU PENDIDIKAN Jurnal Bimbingan Konseling Jurnal Ilmiah Aquinas Jurnal Mangifera Edu Jurnal Dinamika Manajemen Pendidikan (JDMP) Journal of Islam and Science INTEGRITAS : Jurnal Pengabdian JPPS (Jurnal Penelitian Pendidikan Sains) SOSIOEDUKASI : JURNAL ILMIAH ILMU PENDIDIKAN DAN SOSIAL Open Access Indonesia Journal of Social Sciences Jurnal Pedagogi dan Pembelajaran Ainara Journal (Jurnal Penelitian dan PKM Bidang Ilmu Pendidikan) IJECS: Indonesian Journal of Empowerment and Community Services El-Mujtama: Jurnal Pengabdian Masyarakat SOCIAL : Jurnal Inovasi Pendidikan IPS Open Access Indonesia Journal of Social Sciences Jurnal Pengabdian Kepada Masyarakat Patikala Jurnal Inovasi Pembelajaran di Sekolah NUSRA: Jurnal Penelitian dan Ilmu Pendidikan Jurnal Teknoif Teknik Informatika Institut Teknologi Padang Journal of Educational Sciences Journal of Comprehensive Science International Journal of Scientific and Professional The Indonesian Journal of Computer Science Research Jurnal Basicedu Innovative: Journal Of Social Science Research Panrita Inovasi: Jurnal Pengabdian Kepada Masyarakat Metta: Jurnal Penelitian Multidisiplin Ilmu Social Engagement: Jurnal Pengabdian Kepada Masyarakat International Journal of Emerging Research and Review Jurnal Konseling Pendidikan Islam Lontar Physics Today Jurnal Sains, Nalar, dan Aplikasi Teknologi Informasi El-Mujtama: Jurnal Pengabdian Masyarakat Attadrib: Jurnal Pendidikan Guru Madrasah Ibtidaiyah Jurnal Penelitian Pembelajaran Fisika Jurnal Fisika
Claim Missing Document
Check
Articles

Found 4 Documents
Search
Journal : TEKNIK

PENGARUH GETARAN DAN KARAKTERISTIK LALU LINTAS TERHADAP BANGUNAN (Studi Kasus Jalan Raya Semarang – Kendal antara Km. 10+000 dan Km. 10+500) Siswanto, Joko; Wicaksono, Y.I.
TEKNIK Volume 32, Nomor 2, Tahun 2011
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (170.688 KB) | DOI: 10.14710/teknik.v32i2.1727

Abstract

Connections between building damage and vibration intensity has been examined by few researcher. Indeedtackling of effort about bigger damage has been examined too. But connections between traffic character andbig vibration in the street edge isn’t much inspect. Some of literature almost study about connections betweenvibration and traffic micro and too specify, such as to look vibration character and it’s relation with vehiclecharacteristic. Generally details like it is less applicative, Theoretically it’s better do by perform a formula.To aim this study is to examine of connections between vibration in the street edge and traffic characteristic athighway. Traffic characteristic which examined covering are traffic volume and average of traffic speed.To support the aim, survey and analysis is needed. Survey material needs are vibration survey, traffic speed,traffic volume and few road characteristic. Survey did at the street edge with three location where everylocation have few different road characteristic, in this case wide of drainage as of attentuation wide. Everylocations inspected by variable inspection distance are 5 m. 15m and 25 m. Speed and traffic volume datarecorded in every location by using manual record, While vibration data recorded at every point of everylocation by using vibration record Vibecheck meter.Result of recording processed and analyzed to obtain average value and it data distribution. To viewconnections between vibration and traffic characteristic, distance and attentuation, to perform correlation andregretion examine. Regretion examine used for mode calibration connections between vibration and trafficcharacteristic, distance and attentuation based on Watt style.Exams result show that 1) There is strong relation between vibration with distance of examine and attentuationwide, where that connections is negative identifying, 2) There is strong relation between vibration and trafficspeed but not with traffic volume and heave vehicle on the traffic, where that connections is positive identifying,3) Watt style calibration examine result gave good enough result if we look R² value of correlation examineresult which reach 0,96.From analysis result we can concluded some cases, 1) cause vibration is effected by traffic speed then decreaseof vibration effect can performed by limitation speed especially at residence area and 2) cause vibration iseffected by distance and attentuation , then decrease of vibration effect can performed by widest distancebetween building and street edge and widest attentuation in this case is drainage
ANALISIS PERILAKU PENGGUNA ANGKUTAN UMUM TRANSPORTASI ANTARMODA Wicaksono, Y. I.; Siswanto, Joko
TEKNIK Vol 35, No 1 (2014): (July 2014)
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (675.274 KB) | DOI: 10.14710/teknik.v35i1.6889

Abstract

[Title: Analysis of User Behaviour for Public Transport Special for Intermodes Transportation]In traveling, each rider will choose the route that gives the minimum fare. The journey can be expressed in terms of monetary cost, travel time, distance, safety, comfort, and cost is not borne by the traveler (social cost). Attributes are specific to each road segment (link), so it can’t be aggregated for a more long. Attribute segment in transport modeling approach behavior (behavioral), including 2 primary system, the system of activity attributes and attribute the traveler service systems. Pretty much the traveler who wants to use mass transit intermodal transportation. This research was conducted in the city of Semarang Metropolitan Indonesia: identify the purpose and perception of public transport user behavior on the network and create a model for inter-user behavior on public transport intermodal network. The combined value of the coeffient of determination of the overall model is 0.931. This means that the model is able to explain 93.1% inter-user behaviour. Behavioural characteristic of users of public transport in the intermodal network in the form of the number of activities that a lot, have enough users mature age, education level is high enough, is not associated with gender, the limitations of private vehicle ownwership. Perception of public transport user behaviior on the network inter-linked with the comfort, safety, convenience, capacity, quality and quantity of good network, resonable travel expenses, as well as interdiciplinary operator.
KEBUTUHAN FASILITAS PENYEBERANG JALAN DENGAN METODE GAP KRITIS (Studi Kasus Jalan Raya Semarang – Kendal Km. 16.50) Wicaksono, Y.I.; Siswanto, Joko
TEKNIK Volume 32, Nomor 2, Tahun 2011
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (231.388 KB) | DOI: 10.14710/teknik.v32i2.1732

Abstract

This study want to measure the performance of pedestrian facilities ( zebra cross), particularly the critical gapanalysis to see the level of opportunity to cross the street safely. To support the recommendations that will be setin addition to the critical gap method will be investigated also waiting time and total time to cross the street andanalysis of types of facilities based on the volume of pedestrian and vehicle volume as the raw determination ofthe crossing facility.From some discussion can be summarized that according to the study analyzes the volume of pedestrian andvehicle volumes obtained by the recommended pedestrian facilities according to standard determination of thecrossing facility is the type of pelican crossing with a separator. Based on the analysis of waiting time to crossthe street, 93% require pedestrian waiting time, with the average waiting time to cross and the total time tocross at that location, which is 56.61 seconds and 79.25 seconds. The condition is very far from the pedestrianshould not waiting more than 30 seconds.Results of analysis of critical gaps, both based on the critical gap only in the morning or combined critical gapin the morning and afternoon shows very little chance of crossing the road owned by the defector, on themorning of 7 times for critical gap in only the morning and 11 times for a combination of critical gap Total 125waders for 06.30 until 7:30 pm, and 20 times based on a critical gap only in the morning a and 29 times forcritical gap combination of pedestrian total of 66 people over at 07.30 until 08:30 pm.Thus based on the results of some analysis that has been done can be concluded that pedestrian facilities are noteffectively to use zebra cross type . The proposed type of road crossing facilities on arterial roads for thepedestrian to use a pedestrian facility type like overpass or underpass to eliminate conflicts between thevehicle flow and a pedestrian crossing.
PENGEMBANGAN MODEL PEMILIHAN RUTE JALAN RAYA BERDASARKAN PERILAKU PENGGUNA MENGGUNAKAN ANT-COLONY OPTIMIZATION (ACO) Siswanto, Joko
TEKNIK Volume 34, Nomor 3, Tahun 2013
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (247.568 KB) | DOI: 10.14710/teknik.v34i3.6982

Abstract

In the election of the road network usually use road network system optimization considerations with aggregative behavior by determining the shortest route or the lowest cost. Determinants of consumer behavior in route selection and decision-making of the most dominant (disaggregated). Route selection optimization model based on user behavior can be implemented from the results of model development preference with Conjoint analysis. Preferences user behavior seems, is directly proportional to the convenience, the crowd, the facilities, the ease, safety, and inversely proportional to the density. Route selection optimization model with the development of ant-colony optimization formula can be applied with the substitution probability of interaction and preferences as well as the network models incorporate the concept of route selection based on consumer behavior and the physical condition of the network.
Co-Authors Abda Abda Abdayani, Maharani Putri Abdul Salam M, Abdul Salam Achmad Buchori Agnita Siska Pramasdyahsari, Agnita Siska Ahmad Nashir Tsalatsa Ainiyyah, Qurrotul Alifia, Putriya Alimah, Siti Nur Amimah, Zulaekhah Andini, Elvina Risma Andriani, Sefti Mellenia Anggraini, Silvia Anwar Sutoyo Aprilia, Clarisa Ayu Apriyanto, Rizal Aqielasyifa, Qaireen Ari Suharyani, Lina Arief Budiman, Muhammad Aries Tika Damayani, Aries Arifuddin, Muhammad Arumsari, Rafika Yuli Asfiyana, Atika Ayu, Brasie P.S.B.R Ayu, Brasie Pradana Sela Bunga Riska Azizul Ghofar Candra Wicaksono, Azizul Ghofar Candra Bambang Riyanto Binar Kurnia Prahani Budi Minarti, Ipah Bunga Riska Ayu, Brasie Pradana Sela Cahyani, Reni Cahyaningsih, Rofiqoh Nadila Choirul Huda Choirun Nisa’, Choirun Daniawan, Benny Danny Manongga Desi Aulia, Desi Dwi Iryaning Handayani Eka Wahyu, Novanto Erry Derima Ryanto Fahmadi, Aat Eska Fathurrozi, Taufiq Febrianto, Luky Achmal Fenny Roshayanti Fitriya, Arini Putri Fitriyani Fitriyani Frans Tohom Hadi, Suprapto Hadianti, Raisa Handayaningsi, Susi Harto Nuroso HARTONO, WINEKAS Haryani Haryani Hayat, M Syaipul Hepifesti, Elfika Hesti Wulandari Hidayati, Tri Susila Husni Mubarok Ida Dwijayanti Ikapraja, Bagus Indah Purwanti Intan Indiati Irna Farikhah Irwan Sembiring Ismartiningsih Ismartiningsih, Ismartiningsih Isnuryantono, Effendi Isnuryantono, Effensi ISTIKA, WIDHA Izzah, Vika Lailatul Jafarudin, Asep Yusuf Jauharoti Alfin Joko Ariswanto, Joko Joko Saefan Joko Sulianto . . Juniarti, Vivi Rizky Kartinah Kartinah, Kartinah Kayati, Nur Kuntari, Diyah Ayu Kustanti, Evi Heri Kusumawardani, Normasintasari Lestari, Astri Mahendra, Alvin Adi Mahtari, S Maria Ulfah Miriam, S Misbah Misbah Mislah, Mislah Muh sohibi Muhammad Japar Muhammad Syaipul Hayat Mujiatun, Sri Mulyani, Winda Nur Nadzirin, Ayunin Ngatmini Ngatmini Ni Putu Herni Erawati Nindyasari, Wrestika Novi Nurhayati, Novi Noviana Dini Rahmawati, Noviana Dini Nugroho, Yuli Sutoto Nur Chasanah Nur Khoiri Nyoman, Ngurah Paramita Puspitasari, Asri Pipit Rusmandani, Pipit Pramesi, Ghaisani Arta Prayito, M Pujiningrum, Erlina Pusaka, Semerdanta Puspita Sari, Asri Paramita Rachman, Devi Puspitarini Rahmayani, Aprilia Refiarni, Refiarni Resmiana, Lolita Dwi Rofian -, Rofian Rohmah, Khofifatur Roland Y.H. Silitonga Ruhmawati, Siti Ita S. Sumarno Saadah, Kalimatus Santoso, Ririn Saputra, Rangga Apriliyanto Saputri, Dessy Indah Sarah Miriam, Sarah Sari, Arviani Senator Nur Bahagia Sigit Ristanto Singgih, Vinsensius Siti Murtiningsih Siti Patonah Soraya, Tria Alfi Sri Soeprapto Sri Sudarsih Sukamto Sukamto Sukmawati, Indah Sumarno . Suratimah, Dwi Surya, Adi Darma SURYANI Sutarto Wijono Suyidno Suyidno Tajqiyah, Lina Tota Simatupang Tri joko Kurniawan Triyanto, Fajar Triyanto, Fajar Ulya, Naila Darojatil Umi Fatimah, Fahrun Nisa Ummah, Nur Siyaadatul Utami, Yuni Falah Veryliana Purnamasari, Veryliana Wahyu, Novanto Eka Wahyuni ikip pgri semarang Wahyuningsih, Dewi Wibiantoro, Aji Candra Widayati, Putri Arum Widiandaru, Nanang Okta Widiyani, Tri Purna Wijayanti, Ida Wiyaka Wiyaka Y I Wicaksono Y. I. Wicaksono Y.I. Wicaksono Yanuar Hery Murtianto Yekti Agus Setiyorini, Yekti Agus Yohannes, Abebayehu Zahro, Fithriatiz