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Journal articles on the topic 'VISSIM'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Vu, Tam, and John Preston. "Microscopic Simulation Model for Motorcycle Dominated Networks: A Case Study of a VISSIM Simulation Model for a Mixed Traffic Corridor." IOP Conference Series: Materials Science and Engineering 1289, no. 1 (2023): 012045. http://dx.doi.org/10.1088/1757-899x/1289/1/012045.

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Abstract Microscopic traffic simulation packages, which were invented for car-based environments, have also been used for motorcycle-based environments. Because the interactions between several transport modes (e.g., buses, cars, and motorcycles) are different in these two environments, default parameters relating to these modes (e.g., acceleration, deceleration, speed) should be modified in the simulation of motorcycle-dominated networks. However, there seems to be very little evidence on the modification of these parameters in microscopic traffic simulation for these networks. To fill this g

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Lubis, Marwan, Hamidun Batubara, and Fahran Hidayat Batubara. "ANALISIS DAN SIMULASI KINERJA SIMPANG TAK BERSINYAL MENGGUNAKAN PROGRAM MICRO SIMULATOR PTV VISSIM (STUDI KASUS)." Jurnal Teknik Sipil 2, no. 1 (2023): 85–95. http://dx.doi.org/10.30743/jtsip.v2i1.7664.

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Penelitian ini bertujuan untuk menganalisis serta mensimulasikan kinerja Simpang Tak Bersinyal 3 Lengan JL. Kapt. Sumarsono - JL. Pertempuran - JL. Veteran menggunakan program simulator PTV VISSIM Penelitian ini menggunakan model simulasi dengan program simulator PTV VISSIM. PTV VISSIM adalah alat yang dapat menampilkan kondisi lalu lintas secara virtual Penelitian ini termasuk jenis penelitian pengembangan dengan mengacu pada program micro simulator PTV VISSIM pada Simpang Tak Bersinyal 3 LenganJL. Kapt. Sumarsono - JL. Pertempuran - JL. Veteran. Hasil penelitian menunjukkan bahwa, pada pensi

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Aprilya, Sonia. "Analisis Kinerja Simpang Tiga Sriwedari Menggunakan Program Simulasi PTV VISSIM." Matriks Teknik Sipil 9, no. 4 (2021): 226. http://dx.doi.org/10.20961/mateksi.v9i4.54779.

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Analisis Kinerja Simpang Tiga Sriwedari Menggunakan Program Simulasi PTV VISSIM merupakan penelitian untuk mengatahui kinerja Simpang Tiga Sriwedari menggunakan Program PTV VISSIM dengan mengkalibrasi hasil permodelan menggunakan metode GEH serta memvalidasi hasil permodelan menggunakan Uji T dan Test Perbedaan Relatif.

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Raharjo, Effendhi Prih, M. Guntur, Siti Umiyati, et al. "KALIBRASI MODEL SIMULASI VISSIM." Jurnal Penelitian Sekolah Tinggi Transportasi Darat 8, no. 1 (2017): 92–102. http://dx.doi.org/10.55511/jpsttd.v8i1.48.

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Dalam menganalisa transportasi suatu jaringan jalan, banyak ditemui keterbatasan dan kesulitan. Banyak waktu, tenaga dan biaya yang digunakan untuk menganalisa dan mengetahui kinerja lalu lintas. Salah satu perangkat lunak yang dapat digunakan adalah aplikasi PTV Vissim 9. Model Vissim itu sendiri pada dasarnya merupakan given atau terdapat pengaturan yang telah di atur oleh penciptanya dengan karakteristik negara asalnya, yakni negara Jerman dan negara maju lainnya dimana negara tersebut mempunyai karakteristik yang berbeda, dilihat dari kebijakan lalu lintas, pengaturan, manajemen dan rekaya

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Prahara, Eduardi, and Rio Dandy Arsyad. "Lane Reduction and Queue Length Relationship on Arterial and Collector Roads." IOP Conference Series: Earth and Environmental Science 1324, no. 1 (2024): 012008. http://dx.doi.org/10.1088/1755-1315/1324/1/012008.

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Abstract Geometric diversity of roads for an example is the narrowing of road segments. The purpose of this research is to determine whether lane reduction leads to significant queue lengths, observe the behaviour of drivers on those road segments, and compare the actual queue length to the queue length generated by PTV Vissim. The data used in this study consists of direct observations during peak hours in the morning, afternoon, and evening, along with simulations using PTV Vissim. The queue results obtained from PTV Vissim were validated using two types of tests. The research findings indic

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Ravi, Kumar R. "Traffic Simulation with PTV Vissim for Efficient Junction Design in Katapady and Mattu." Journal of Transportation System 5, no. 2 (2020): 1–8. https://doi.org/10.5281/zenodo.3793883.

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This Undergraduate Research Opportunity Project (UROP) means to assess the comfort and disservices of VISSIM, in the different advances included, when setting up the system, for recreations, assessments and introductions. The work includes the setting up of an investigation organize in Katapady and Mattu, Udupi to test the benefits and faults different capacities in VISSIM. The examination procedure is first introduced, trailed by the investigation of VISSIM concerning its different procedures, for example, information assortment, working of the street arrange, adjustment, approval and the sky

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Nirwana, Kira Malik, Henri Siswanto, and Pranoto Pranoto. "EVALUASI KINERJA SIMPANG BERSINYAL PADA SIMPANG LINCING, KABUPATEN BANYUWANGI MENGGUNAKAN SOFTWARE PTV VISSIM." Jurnal Inovasi Teknologi dan Edukasi Teknik 4, no. 8 (2024): 2. http://dx.doi.org/10.17977/um068.v4.i8.2024.2.

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Abstrak : Simpang Lincing merupakan salah satu simpang bersinyal di Kabupaten Banyuwangi yang ramai dan padat, serta sering terjadi kemacetan lalu lintas. Dengan terjadinya kemacetan, antrian kendaraan yang cukup panjang, serta tundaan kendaraan yang cukup lama mengakibatkan waktu perjalanan semakin bertambah dan biaya operasional kendaraan meningkat. Tujuan dari penelitian ini adalah mendeskripsikan kinerja simpang dan memberikan solusi alternatif untuk meningkatkan kinerja simpang Lincing. Metode pengumpulan data dilakukan dengan cara merekam pergerakan kendaraan dengan menggunakan alat pere

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Suthanaya, Putu Alit, and Ngurah Upadiana. "Traffic management of Udayana University Sudirman campus intersection using Vissim software." MATEC Web of Conferences 276 (2019): 03006. http://dx.doi.org/10.1051/matecconf/201927603006.

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The city of Denpasar is the capital of Bali Province, as well as the centre of various activities including government offices, hospitals, schools/ universities, trade and services, as well as tourism. Traffic congestion in the city of Denpasar is increasing from year to year, especially at the point of the intersection node, such as at the signalised intersection of Udayana University Sudirman Campus. The high trip attraction to Udayana University Campus has exacerbated the congestion of the intersection. The purpose of this study was to examine an alternative to managing the traffic flow usi

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Firmansyah, Dedy, Ria Miftakhul Jannah, and Evi Puspitasari. "Performance Assessment Study Of Road Intersection using IHCM And Microsimulation Methods PTV VISSIM (Case Study: Simpang Empat Denggung, Sleman, Yogyakarta)." MEDIA KOMUNIKASI TEKNIK SIPIL 28, no. 2 (2023): 268–75. http://dx.doi.org/10.14710/mkts.v28i2.46077.

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Road intersections is designed to be able to move one lane of the road to another without any conflicts ofcongestion or traffic accidents. In planning, designing and operating road intersections services in Indonesiausing the Indonesian Highway Capacity Manual 1997 (IHCM). The use of IHCM is considered necessary toadjust to current conditions. Alternatives in the design and assessment of deviation performance can use PTVVissim microsimulation modeling. This study aims to analyze the differences in the results of the calculationof the performance road intersections using IHCM and Microsimulatio

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Buck, H. Sebastian, Nicolai Mallig, and Peter Vortisch. "Calibrating Vissim to Analyze Delay at Signalized Intersections." Transportation Research Record: Journal of the Transportation Research Board 2615, no. 1 (2017): 73–81. http://dx.doi.org/10.3141/2615-09.

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The level of service of an intersection is determined principally by control delay. Accordingly, control delay must be reproduced correctly when microscopic traffic simulation is used to evaluate intersections. This study demonstrated how Vissim could be calibrated for that purpose. Vissim models of four signalized intersections for which data had been collected were built. From these data, information that was extracted on headways, time to pass the intersection, and arrival distribution was used for calibration. Calibration of the headways resulted in car-following parameters for these inter

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Nalic, Demin, Aleksa Pandurevic, Arno Eichberger, Martin Fellendorf, and Branko Rogic. "Software Framework for Testing of Automated Driving Systems in the Traffic Environment of Vissim." Energies 14, no. 11 (2021): 3135. http://dx.doi.org/10.3390/en14113135.

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As the complexity of automated driving systemss (ADSs) with automation levels above level 3 is rising, virtual testing for such systems is inevitable and necessary. The complexity of testing these levels lies in the modeling and calculation demands for the virtual environment, which consists of roads, traffic, static and dynamic objects, as well as the modeling of the car itself. An essential part of the safety and performance analysis of ADSs is the modeling and consideration of dynamic road traffic participants. There are multiple forms of traffic flow simulation software (TFSS), which are u

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Agusri, Erny, Muhammad Arfan, and Muhammad Arfan. "Analysis of traffic density onthree-way junction in Jalan Sukabangun 2 using Vissim simulations model." International Journal of Engineering & Technology 10, no. 2 (2021): 124. http://dx.doi.org/10.14419/ijet.v10i2.31573.

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VISSIM is a Simulations model which means a city traffic simulation model. VISSIM is a simulation software used by professionals to create simulations from dynamic traffic scenarios before making real plans. This research was conducted to determine how traffic performance and traffic performance optimization at the junctions between the existing conditions and the Vissim program caused by congestion. An effective method for overcoming non-jammed junctions can be made using the VISSIM method. This study was conducted at THREE-WAY JUNCTION in Jl. Sukabangun 2 (South) - Jl. R.A Abusamah (West) -

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Guntara, Ade Yuli, M. Jazir Alkas, and Budi Haryanto. "Analisis Kinerja Simpang Bersinyal Mal Lembuswana Kota Samarinda Menggunakan MKJI 1997 dan Pemodelan Simpang Pada Program PTV Vissim." Kurva S : Jurnal Keilmuan dan Aplikasi Teknik Sipil 10, no. 2 (2022): 100. http://dx.doi.org/10.31293/teknikd.v10i2.6842.

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Masalah transportasi saat ini merupakan permasalah yang muncul seiring dengan bertambahnya kepadatan jumlah penduduk. Karena setiap individu memiliki kebutuhan yang berbeda sehingga terjadi permasalahan seperti kemacetan khususnya pada jam puncak. Untuk mengatasi permasalahan pada simpang tersebut diambil penanganan yaitu dengan pelebaran semua pendekat 0.5 meter, 1 meter, dan 1,5 meter. Kinerja simpang dianalisis dengan menggunakan MKJI 1997 dan dimodelkan dengan program PTV Vissim student version. Tujuan dari penelitian ini adalah menganalisis kinerja simpang bersinyal di lokasi studi dan me

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Srie Kusumastutie, Naomi, Pipit Rusmandani, Mohamad Kusuma Pradana, Wisnu Pamungkas, and Masayu Silvi Ersamaulia. "Simulasi Penerapan Chicane Dengan Menggunakan Software Vissim." Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) 7, no. 1 (2020): 26–39. http://dx.doi.org/10.46447/ktj.v7i1.73.

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Chicane merupakan salah satu perangkat traffic calming yang banyak digunakan di negara maju. Penelitian mengenai efektivitas chicane sebagai perangkat traffic calming telah dilakukan oleh peneliti sebelumnya dengan menggunakan simulasi lapangan. Penelitian ini bertujuan untuk menyediakan alternatif cara simulasi yang lebih efisien dan aman, disamping juga bisa dapat menganalisis Measure of effectiveness (MOE) dengan lebih komprehensif. Dengan menggunakan data sekunder berupa data observasi geometrik jalan, volume kendaraan, komposisi kendaraan, dan kecepatan kendaraan maka dibuatlah model pene

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Song, Zhijin, Huizi Wang, Jian Sun, and Ye Tian. "Experimental Findings with VISSIM and TransModeler for Evaluating Environmental and Safety Impacts using Micro-Simulations." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 8 (2020): 566–80. http://dx.doi.org/10.1177/0361198120925077.

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Micro-simulation packages provide an efficient and systematic approach to depicting traffic dynamics. Nonetheless, many of these models used by the micro-simulation packages are only calibrated with respect to observed traffic indicators such as average speed, traffic count, and so forth, while omitting non-traffic indicators. This paper aims to investigate the performance of VISSIM and TransModeler when depicting non-traffic indicators such as fuel consumption, emissions, and safety. A model was first calibrated for traffic indicators based on Next Generation SIMulation (NGSIM) trajectories.

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Srikanth, Seelam, Arpan Mehar, and Kolisetty Guru Naga Venkata Praveen. "Simulation of Traffic Flow to Analyze Lane Changes on Multi-lane Highways under Non-lane Discipline." Periodica Polytechnica Transportation Engineering 48, no. 2 (2018): 109–16. http://dx.doi.org/10.3311/pptr.10150.

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The present study uses the microscopic traffic simulation flow model VISSIM for generating traffic flow data to obtain the essential parameters. Study calibrated and validated the VISSIM model based on the field data. Further, lane change behaviour is analyzed with homogeneous vehicle type traffic on four-lane, six-lane and eight-lane divided highways sections through VISSIM simulation model. The study finds the number of lane changes depends on traffic volume as well as on a number of lanes provided for a direction of travel. Lane change data was correlated with traffic volume, and the third-

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Чернецька-Білецька, Н. Б., та А. Р. Штиков. "Аналіз застосування програмного забезпечення PTV VISSIM для моделювання автотранспортних потоків". ВІСНИК СХІДНОУКРАЇНСЬКОГО НАЦІОНАЛЬНОГО УНІВЕРСИТЕТУ імені Володимира Даля, № 4(268) (10 червня 2021): 105–11. http://dx.doi.org/10.33216/1998-7927-2021-268-4-105-111.

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Стаття присвячена дослідженню програмного комплексу PTV VISSIM. У роботі представлений аналіз застосування програмного забезпечення PTV VISSIM, яке призначено для створення імітаційних моделей вулично-дорожноїмережі. Результати моделювання можуть бути використані для аналізу руху транспортних засобів і пішоходів, прогнозування виникнення заторів, організації раціональних графіків руху громадського транспорту і вирішення багатьох інших завдань, що дозволяють створювати на мережі вулиць досить швидкий, безпечний, та зручний рух транспортних засобів. З метою демонстрації його можливостей розробле

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Beza, Abebe Dress, Mohammad Maghrour Zefreh, Adam Torok, and Anteneh Afework Mekonnen. "How PTV Vissim Has Been Calibrated for the Simulation of Automated Vehicles in Literature?" Advances in Civil Engineering 2022 (October 26, 2022): 1–18. http://dx.doi.org/10.1155/2022/2548175.

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Recently, in the literature, microscopic simulation is one of the most attractive methods in impact assessment of automated vehicles (AVs) on traffic flow. AVs can be divided into different categories, each having different driving characteristics. Hence, calibrating microscopic simulators for different AV categories could be challenging in AVs’ impact assessment. The PTV Vissim microscopic traffic simulation software has been calibrated for simulating diverse types of AVs in a large body of literature. There are two main streams of studies in literature adapting AVs' driving behaviors in Viss

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Surbakti, Medis, and Tadeus Satria. "Simulation of queue length on Amplas Entrance Toll before and after the ramp off development with Vissim software." MATEC Web of Conferences 181 (2018): 07002. http://dx.doi.org/10.1051/matecconf/201818107002.

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In 2016 Medan City administration built on off ramp at Amplas fly over, where this ramp off directly to toll booth Amplas. The faster the time needs to get to the toll booth enables the rate of arrival vehicles that impact with increasing queue length. The purpose of this study is to know the length of the queue at Amplas toll booth before and after ramp off construction with queue theory method and vissim softwaremodelings. Data acquired by recording the activities at the research site in the form of vehicles volume. The queue length obtained from the queue method with average service time 7

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Djiyanbayev, Sirojiddin Valiyevich Suyunov Oltibek Do'stmurodovich Djalilov Bekzod Jo'raqulovich. "MODELING AND EVALUATION OF INTERSECTIONS IN TERMEZ USING MODERN SOFTWARE." International Journal of Education, Social Science & Humanities. Finland Academic Research Science Publishers 11, no. 6 (2023): 856–62. https://doi.org/10.5281/zenodo.8052433.

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<em>This scientific paper examined the capabilities of the PTV Vissim software package, one of the modern applications of transport flow modeling. Using the PTV Vissim micromodelling software package, stages of development of the intersection model in Termez have been seen. The relevance of the application of computer modeling methods for the analysis and assessment of the effectiveness of the organization of the road network is based. A simulation model of intersections was developed and its effectiveness assessed.</em>

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Setiawan, Andika, Harwidyo Eko Prasetyo, Irnanda Satya Soerjatmodjo, et al. "Perbandingan Kecepatan Pada Bundaran Dengan Menggunakan PTV VISSIM." Konstruksia 15, no. 1 (2023): 169. http://dx.doi.org/10.24853/jk.15.1.169-178.

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Perkembangan Ibukota memainkan peran krusial dalam membentuk dinamika sistem lalu lintas. Jakarta, sebagai pusat kegiatan dan ibukota negara, menanggung dampak signifikan dari pertumbuhan dan perubahan. Pertumbuhan tersebut dan perekonomian akan dipengaruhi oleh transportasi yang menitikberatkan salah satunya pada kecepatan kendaraan. Dalam analisanya diperlukan beberapa data yang akan diinput ke program PTV VISSIM untuk melihat kecepatan kendaraan yang terjadi pada masing-masing bundaran tersebut. Pada pengumpulan data yang dilakukan dengan mengumpulkan data selama beberapa hari pada 2 bundar

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Gunarathne, Dinakara, Niranga Amarasingha, and Vasantha Wickramasighe. "Traffic Signal Controller Optimization Through VISSIM to Minimize Traffic Congestion, CO and NOx Emissions, and Fuel Consumption." Science, Engineering and Technology 3, no. 1 (2023): 9–21. https://doi.org/10.54327/set2023/v3.i1.56.

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In developing countries with heterogeneous traffic, such as Sri Lanka, it is possible to observe severe traffic congestion at intersections and traffic corridors. The main objective of this study was to demonstrate the optimization of traffic signal controllers using VISSIM microsimulation software. It aimed to minimize traffic congestion, emissions, and fuel consumption. This study focused on developing a traffic signal controller optimization program for a congested traffic corridor which consisted of a three-legged signalized intersection, a four-legged unsignalized intersection, and a thre

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Prakash, Akula, Rathod Ravinder, A. Vittalaiah, Sai Krishna Munipally, and Mohammed H. Al-Farouni. "VISSIM Based Traffic Flow Simulation Analysis on Road Network." E3S Web of Conferences 529 (2024): 03009. http://dx.doi.org/10.1051/e3sconf/202452903009.

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The urban transport system is a heterogeneous system and is in serious trouble. Traffic congestion has become a major socio-economic problem in both urban and rural areas. Traffic congestion is managed through signage, interchanges, and road widening. Traffic analysis remains a difficult task, especially in countries like India where the number of vehicles is constantly increasing and the roads are increasingly busy, because it is difficult to generate alternatives. Traffic simulation systems such as PTV VISSIM are tools dedicated to the analysis of traffic problems. VISSIM is a simulation sof

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Ar Rafi, Yasin, and Filki Suri Widyatami. "ANALISIS KINERJA SIMPANG TAK BERSINYAL DENGAN METODE PKJI 2023 DAN SOFTWARE VISSIM (STUDI KASUS : AREA PERTIGAAN JL. ARIA PUTRA, CIPUTAT)." Prosiding TAU SNARS-TEK Seminar Nasional Rekayasa dan Teknologi 5, no. 1 (2025): 138–46. https://doi.org/10.47970/snarstek.v2i1.804.

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Simpang tak bersinyal sering menjadi titik kemacetan di perkotaan karena jumlah kendaraan yang terus meningkat. Salah satu contoh simpang yang mengalami masalah ini adalah pertigaan Jl. Aria Putra, Ciputat. Penelitian ini bertujuan untuk menganalisis kinerja simpang tersebut menggunakan dua metode, yaitu perhitungan manual berdasarkan Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 dan simulasi menggunakan software VISSIM Student. Penelitian ini dilakukan dengan mengumpulkan data volume kendaraan langsung di lapangan. Data tersebut kemudian dihitung menggunakan metode PKJI 2023 untuk mengetahui

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Muharam, Dali Nurul, Rizky Burhanudin Pratama, and Angga Marditama Sultan Sufanir. "Perancangan Manajemen Lalu Lintas pada Simpang Bersinyal Simpang Cikutra." Jurnal Teknik Sipil Terapan 6, no. 3 (2024): 168–78. https://doi.org/10.47600/jtst.v6i3.984.

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Anisarida, An An, and Irvan Budi Wicaksono. "Enhancing Traffic Flow and Safety at LMU Nurtanio Road Crossings - Abdul Rahman Saleh Intersection in Bandung." Journal of Engineering Research and Reports 26, no. 2 (2024): 156–69. http://dx.doi.org/10.9734/jerr/2024/v26i21079.

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Bandung is the largest metropolitan city in West Java Province and serves as its provincial capital. One of the locations where vehicle queues or traffic congestion occurs is at the level crossings between the highway and railway tracks, including the direct crossing (JPL) at Andir on LMU Nurtanio Street - Abdul Rahman Saleh Street. The purpose of this research is to assess the performance of the existing road section, simulate it using the PTV VISSIM program, and find alternative solutions to the identified problems. In this study, primary data was obtained through direct field measurements,

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Permadi, Dio Damas, Ibnu Fathurrohman, Muhammad Hidayat, and Dadang Purwanto. "Analisis Kinerja Ruas Jalan Akibat Parkir Pada Bahu Jalan Sepanjang JL. Ahmad Yani Kota Sukabumi." Jurnal TESLINK : Teknik Sipil dan Lingkungan 5, no. 2 (2023): 127–40. http://dx.doi.org/10.52005/teslink.v5i2.294.

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Perkembangan transportasi di Kota Sukabumi meningkat pesat, namun pertumbuhan populasi dan jumlah kendaraan menyebabkan masalah kinerja ruas jalan. Salah satunya adalah parkir tidak teratur di Jl. Ahmad Yani, ruas jalan utama. Penelitian menggunakan pendekatan kuantitatif dan deskriptif dengan data primer dari survei lalu lintas dan data sekunder dari internet. Metode MKJI 1997 digunakan untuk menganalisis kinerja jalan dengan perangkat lunak Microsoft Excel dan PTV-VISSIM. Hasilnya menunjukkan, menghilangkan parkir di badan jalan meningkatkan kecepatan rata-rata kendaraan dan menurunkan deraj

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Hoque, Ifratul, Tanmoy Nath Ananda, Parvez Anowar, Adeeba Naz, and M. Neaz Murshed. "Machine Learning Approach in Calibrating VISSIM Microsimulation Model for Mixed Traffic Conditions." Journal of Engineering Science 16, no. 1 (2025): 21–30. https://doi.org/10.3329/jes.v16i1.82663.

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Traffic Simulation has empowered transportation engineers by providing a means of visual interpretation for real-life traffic conditions. PTV VISSIM is a well-known microsimulation software used to analyze and predict traffic operations and behavior by considering factors such as lane configuration, traffic composition, transit stops, etc. A non-laned-based heterogeneous traffic stream characterizes the urban traffic system of Dhaka. This makes it burdensome to calibrate and validate VISSIM models to reflect field-obtained traffic flow. To calibrate VISSIM-developed simulation models, Weideman

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Gomes, Gabriel, Adolf May, and Roberto Horowitz. "Congested Freeway Microsimulation Model Using VISSIM." Transportation Research Record: Journal of the Transportation Research Board 1876, no. 1 (2004): 71–81. http://dx.doi.org/10.3141/1876-08.

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Geng, Fuchao, and Yufan Ren. "Direction Prediction of Traffic Flow in Vissim Simulation Based on K Nearest Neighbor Algorithm." Frontiers in Business, Economics and Management 4, no. 2 (2022): 1–6. http://dx.doi.org/10.54097/fbem.v4i2.594.

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In order to make short-term prediction of the direction of traffic flow in urban roads, a short-term prediction method of urban road travel time based on K nearest neighbor algorithm and vissim simulation is constructed. First, the intersection of Shiji Road and Yingbin Road was selected as the survey site, and the number of vehicles in each direction of each entrance lane of the intersection was investigated using manual counting, and the signal timing of each phase of the intersection was investigated. Input the survey data into the vissim simulation software to get the travel time of each e

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Barbosa Fontes, Diego, Alessandro Macêdo de Araújo, and Manoel Mendonça de Castro Neto. "Modelagem probabilística do tempo de resposta de motoristas em interseções semaforizadas no VISSIM." TRANSPORTES 30, no. 1 (2022): 2501. http://dx.doi.org/10.14295/transportes.v30i1.2501.

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O principal objetivo deste trabalho foi implementar, no microssimulador VISSIM, um modelo probabilístico para o tempo de resposta dos motoristas de uma aproximação semaforizada e avaliar os efeitos dessa modelagem no desempenho do tráfego. A partir de dados de uma interseção semaforizada localizada na cidade de Fortaleza foram realizadas análises estatísticas do tempo de resposta por posição do veículo na fila, por faixa de tráfego, por tipo de veículo e por movimento. Essas análises embasaram a modelagem do tempo de resposta pela distribuição de probabilidade encontrada, a log-normal, a qual

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Dwivedi, Avinash, Ramoo Ram, and Ravi Kant Pareek. "Microscopic Simulation-Based Model analysis at Jaipur." International Journal for Research in Applied Science and Engineering Technology 10, no. 4 (2022): 470–79. http://dx.doi.org/10.22214/ijraset.2022.41290.

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Abstract: Socio-Economic development of a country includes sustainable transportation system. As simulation is safer, less expensive and faster than field implementation and testing, Microscopic simulation models have been widely used in transportation operations and management analysis. The accuracy and reliability decide the usefulness of these models in making design and traffic control. Nowin India, VISSIM which is microscopic traffic simulation software is used. However, modifications to the default behavioral parameters are essential to effectively simulate Indian heterogeneous traffic c

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Eka Putra, Reza Asriandi, and Ferriyansyah Ramanda. "Optimasi Green Time Simpang Bersinyal dengan Menggunakan Ptv Vissim dalam Meningkatkan Kinerja Simpang." BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 6, no. 2 (2018): 108–17. http://dx.doi.org/10.33558/bentang.v6i2.1406.

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Kinerja simpang merupakan salah satu tantangan utama dalam sistem transportasi perkotaan. Pergerakan dalam sistem transportasi membutuhkan hubungan antar ruas yang memadai. Oleh karena itu manajemen persimpangan menjadi suatu hal yang perlu diperhatikan. Salah satu metode pengelolaan simpang adalah dengan optimasi green time pada simpang. Tujuan dari penelitian ini adalah untuk menentukan besar pengaruh optimasi green time pada simpang dengan menggunakan aplikasi PTV VISSIM. Terdapat 3 buah data yang dikumpulkan sebagai data primer yaitu data arus lalu lintas, data green time, serta data geome

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Nisa, Marfiratun, Elsa Tri Mukti, and Siti Mayuni. "Performance Analysis and Alternative Treatments at the Intersection of Jl. Gusti Situt Mahmud-Parit Pangeran in Pontianak." Jurnal Teknik Sipil 24, no. 3 (2024): 1339–59. http://dx.doi.org/10.26418/jts.v24i3.86346.

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Increased traffic activity can result in congestion, delays, or accidents at unsignalized intersections. This study assesses the performance of the three-arm unsignalized intersection at Jl. Gusti Situt Mahmud-Parit Pangeran, Pontianak, under current conditions and a 5-year forecast. The analysis employs the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 and VISSIM software, with data gathered during peak hours on Mondays from 17:00 to 18:00. In the present scenario, PKJI 2023 indicates a degree of saturation (DJ) of 0.95, a delay of 17.08 seconds, and a Level of Service (LOS) C, while VISSIM s

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Adiman, Edi Yusuf, Mia Wulandika, Benny Hamdi Rhoma Putra, and Rizqy Ridho Praksa. "Optimalisasi Desain Simpang Bersinyal Terkoordinasi Menggunakan Software VISSIM." Techno.Com 23, no. 3 (2024): 552–62. http://dx.doi.org/10.62411/tc.v23i3.11292.

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Penelitian ini bertujuan untuk memperoleh desain antar simpang bersinyal yang terkoordinasi secara optimal sehingga dapat mengurangi tundaaan kendaraan yang terjadi. Metode yang digunakan adalah dengan memodelkan simpang dan melakukan mikrosimulasi berbasis software VISSIM. Pembuatan model melalui proses kalibrasi dan validasi dengan melakukan pengubahan pada parameter-parameter perilaku pengemudi agar diperoleh model yang mendekati keadaan lapangan. Studi kasus penelitian ini yaitu pada dua simpang yang ada di Jalan Ahmad Yani Kota Pekanbaru. Hasil pembuatan model dengan software VISSIM yang

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36

E. Jehad, A., A. Ismail, M. N. Borhan, and S. Z. Ishak. "Modelling and optimizing of electronic toll collection (ETC) at Malaysian toll plazas using microsimulation models." International Journal of Engineering & Technology 7, no. 4 (2018): 2304. http://dx.doi.org/10.14419/ijet.v7i4.14338.

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Toll plazas are one of the critical components of a roadway system. At the same time, they are among the most complex road structures, as drivers are exposed to a large amount of information and have a short amount of time to make a decision to avoid any collision. VISSIM and SSAM are used to investigate the effect of various Malaysian toll plazas design and traffic conditions on drivers’ behaviour and level of safety. The study was made a well-calibrated and validated VISSIM simulation model and several scenarios were simulated to test their efficacy for improving toll plaza safety aspects by

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Raya Prima, Gary, Nina Herlina, and Imam Zainil Arif. "ANALISIS KINERJA SIMPANG BERSINYAL MENGGUNAKAN PTV VISSIM (STUDI KASUS SIMPANG GUNUNG SABEULAH KOTA TASIKMALAYA)." JURNAL TEKNIK SIPIL CENDEKIA (JTSC) 4, no. 1 (2023): 382–96. http://dx.doi.org/10.51988/jtsc.v4i1.106.

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Simpang Gunung Sabeulah merupakan jalan penghubung beberapa kecamatan di Kota Tasikmalaya yang memiliki permasalahan lalu lintas dikarenakan meningkatnya volume kendaraan dan tingginya hambatan samping di sekitar ruas jalan. Penulis berinisiatif untuk menganalisis permasalahan tersebut dengan manajemen lalu lintas. Penelitian ini bertujuan untuk meningkatkan kinerja Simpang Gunung Sabeulah Kota Tasikmalaya sehingga dapat mengurangi permasalahan lalu lintas yang ada. Penelitian dilakukan dengan cara observasi dimana pengambilan data primer dilakukan di lokasi penelitian selama 2 minggu pada saa

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Li, Cheng Hua, and Shan Shan Li. "Applicability Study on Simulating Interference of Mixed Traffic at Signalized Intersections Using VISSIM." Applied Mechanics and Materials 423-426 (September 2013): 2946–49. http://dx.doi.org/10.4028/www.scientific.net/amm.423-426.2946.

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The applicability of the interference of mixed traffic of VISSIM is inspected indexed by the rate of interference, delay and the average speed of right turn vehicles. This paper took Jiaoda east road and Xueyuan south road intersection (Hereinafter referred to as Sidaokou) as an example, established the simulation platform. Then the actual running condition of vehicles and simulation results were compared. The error between the measured values of each index and simulation values are in the range of 20%, which shows that it is applicable to use the simulation software VISSIM to simulate the int

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Irawati, Iin, and Diah Setiati Budiningrum. "ANALISIS PANJANG ANTRIAN BERDASARKAN MIKROSIMULASI PADA SIMPANG BERSINYAL." Teknika 13, no. 2 (2018): 41. http://dx.doi.org/10.26623/teknika.v13i2.1313.

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<p align="center"><strong><em>Abstract</em></strong><em></em></p><p>The accuracy of capacity evaluation at signalized intersections is an important component in planning, design, operations and management of urban road networks. In analysis, a guide or manual is needed that is relevant to existing traffic conditions. One method that can be used to analyze signal intersections is the method of microsimulation. The microsimulation method used is VISSIM simulation. The intersection was chosen as the survey location, namely the Tlogosari - Sema

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Mellyarti, Mellyarti, and Zulkifli Zulkifli. "Rekayasa Lalu Lintas Pada Kawasan Simpang Jl. Lingkar Tengah – Jl. DR. Leimena Di Kota Makassar." Journal Of Applied Civil and Environmental Engineering 1, no. 1 (2020): 9. http://dx.doi.org/10.31963/jacee.v1i1.2648.

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Transportation problem, either in general or specifically in traffic, is a phenomenon occuring in human life. As the population of city increased, so does the traffic rate. If this is not followed by adequate improvement of transportation infrastructure, an imbalance might occur which will result in traffic jam. It can be seen particularly at Lingkar Tengah – Dr. Leimena road junction connecting Jalan Perintis Kemerdekaan - Dr Leimena road due to driver/rider against the direction. Data analysis and planning using method of road capacity manual (MKJI 1997) and the traffic modelling using PTV V

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MBUINGA, FIRDA OKTAVIANA. "EVALUASI KINERJA OPERASI SIMPANG DR. DJUNDJUNAN-SURYA SUMANTRI DENGAN SOFTWARE VISSIM." Jurnal Teknik Sipil 16, no. 1 (2020): 75–117. http://dx.doi.org/10.28932/jts.v16i1.2345.

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Pemasalahan transpotasi yang terjadi di Kota Bandung salah satunya terjadi di Simpang Dr.Djundjunan-Surya Sumantri. Pada simpang ini terjadi antrean yang sangat panjang pada lengan simpang. Tujuan penelitian ini untuk mengetahui kinerja simpang Dr.Djundjunan -Surya Sumantri. Pada penelitian ini menggunakan software VisSim untuk memodelkan kondisi simpang pada kondisi eksisting di lapangan dan solusi alternatif yaitu ada dua. Alternatif 1 yaitu dengan adanya flyover yang menghubungkan Jalan Dr. Djundjunan-Tol Pasteur dan Alternatif 2 yaitu dengan adanya solusi alternatif 1 ditambah dengan peleb

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Zakaria, Aisyah, Andi Cempana Sari Iskandar, Saddam Husein, Ariza Wahdania Nur, and Farah Dyah Shafirah. "Perencanaan Rute Aman Selamat Sekolah (Rass) Pada Kawasan Pendidikan Jalan A.P Pettarani Makassar." Journal of Applied Civil and Environmental Engineering 4, no. 1 (2024): 66–74. http://dx.doi.org/10.31963/jacee.v4i1.4660.

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RASS merupakan salah satu program manajemen serta rekayasa lalu lintas berupa penyediaan sarana dan prasarana dengan pengendalian lalu lintas terhadap pengguna jaringan jalan yang melibatkan pelajar Zona Sekolah, berupa perencanaan fasilitas perlengkapan jalan seperti Pembangunan Zona Selamat Sekolah (ZOSS), jalur pejalan kaki, parkir, halte/titik pemberhentian dan rambu lalu lintas, serta bentuk pengendalian lalu lintas kendaraan menyangkut kemacetan di sekitar Zona Sekolah (Junuardi, 2022). Tujuan pengendalian ini untuk mengetahui Tingkat kondisi kinerja lalu lintas eksisting, membuat desain

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Stasiak, Natalia, and Leszek Smolarek. "The use of a simulation model to analyze the impact of heavy transport generated by the port to the city traffic." Journal of KONBiN 42, no. 1 (2017): 25–42. http://dx.doi.org/10.1515/jok-2017-0016.

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Abstract The article presents an analysis of the impact of transport on heavy urban traffic on Wharf Kwiatkowski using program PTV Vissim. The data for analysis were taken from the Road and Greenery in Gdynia from program PTV Visum. Attention has been focused on vehicle traffic in the afternoon the top of its intensity. Model of Kwiatkowskiego Wharf, made entirely in the PTV VISSIM, was used for microscopic simulation of traffic. With its help, it was possible to find and analyze the behavior of each autonomous vehicle and interactions on the Web. For the analysis was used as a program of traf

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Roma Andika. "ANALISIS KINERJA SIMPANG BERSINYAL UNTUK MENINGKATKAN KESELAMATAN DENGAN PENGATURAN ULANG WAKTU SIKLUS APILL DI SIMPANG EMPAT MAYA KOTA TEGAL." Jurnal Universal Technic 1, no. 2 (2022): 84–95. http://dx.doi.org/10.58192/unitech.v1i2.413.

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Persimpangan merupakan simpul dalam jaringan transportasi dimana dua atau lebih ruas jalan bertemu dan pada simpang inilah terdapat potensi konflik lalu lintas yang mungkin akan terjadi. Terutama pada simpang empat bersinyal Maya kota Tegal, dimana salah satu upaya untuk mengurangi konflik lalu lintas dengan melakukan pengaturan ulang waktu siklus dan fase pada simpang. Simpang diberi pengaturan APILL bertujuan untuk menghindari terjadinya konflik lalu lintas dan sebagai upaya untuk mempertahankan kapasitas jalan. Metode yang digunakan dalam analisis kinerja simpang adalah menggunakan perhitun

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45

Prahara, Eduardi, Bagus Hakim, and Muhammad Arofah. "Comparison of dilemma zone length for car drivers between PTV Vissim and visual observation." E3S Web of Conferences 426 (2023): 01056. http://dx.doi.org/10.1051/e3sconf/202342601056.

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There is a zone known as the dilemma zone located on each arm of a signalized intersection, where in this zone, the vehicle at the start of the yellow light is hesitant to stop safely, before the stop line or continues past the intersection with the start of the red light. In the dilemma zone, there is a decision to go through the intersection at the risk of colliding with a car coming from the other arm, or a decision to stop suddenly which might result in a rear-end collision. The longer the dilemma zone, the higher the risk that the driver will pass through the intersection. Therefore, the

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Setiono, Bagus, and Fisika Prasetyo Putra. "MENINGKATKAN KINERJA BUNDARAN KELAPA GADING DENGAN SIMPANG BERSINYAL MENGGUNAKAN SOFTWARE PTV VISSIM STUDENT VERSION." JURNAL KAJIAN TEKNIK SIPIL 6, no. 2 (2022): 43–54. http://dx.doi.org/10.52447/jkts.v6i2.5659.

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The Kelapa Gading roundabout junction, North Jakarta is one of the unsignalized intersections with the roundabout. Traffic conditions that have a density in every arm, trigger traffic jams during rush hours. In this study, an analysis of the performance of the Kelapa Gading roundabout will be presented.Primary data includes geometric, environmental conditions, traffic flow and location maps. While secondary data includes population and vehicle growth in DKI Jakarta Province. The research method uses the formula contained in the 1997 MKJI and modeling using the Vissim Student Version softwareAf

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Ondang, Gisela, Lucia Ingrid Regina Lefrandt, and Audie Lexie Egbert Rumayar. "Mikrosimulasi Kinerja Ruas Jalan (Studi Kasus: Jalan Raya Kawangkoan-Tomohon)." Jurnal Teknik Sipil Terapan 6, no. 1 (2024): 21. http://dx.doi.org/10.47600/jtst.v6i1.723.

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Kemacetan yang sering terjadi di ruas Jalan Raya Kawangkoan Tomohon merupakan dampak dari industri kuliner di kawasan tersebut. Penelitian ini dilakukan untuk mengkaji kinerja ruas jalan yang dapat diukur dari Tingkat Pelayanan (Level of Service) jalan. Dari survei lapangan diperoleh data volume lalu lintas, kecepatan kendaraan dan hambatan samping kemudian dianalisa menggunakan Manual Kapasitas Jalan Indonesia (MKJI 1997). Untuk hasil yang lebih relevan seiring dengan perkembangan ilmu transportasi dilakukan pemodelan mikrosimulasi menggunakan software VISSIM dengan menginput data volume kend

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Veronica, Veronica, Abdullah Ade Suryobuwono, Aditya Nugroho, Dimas Nu’man Fadhil, and Rizky Febriansyah. "Sosialisasi Penggunaan Software Vissim Untuk Menganalisis Dampak Pembangunan Gedung Terhadap Kinerja Lalu Lintas." Jurnal Abdimas Transportasi & Logistik 3, no. 1 (2023): 38. http://dx.doi.org/10.54324/j.atl.v3i1.1139.

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The targets in this PkM activity are our partners, namely DTKJ, policy-making agencies and the public using transportation so that it can run more optimally. Transportation is a very important and strategic tool in accelerating the wheels of the economy, strengthening unity and integrity and affecting all aspects of national and state life. In Jakarta, the unresolved transportation problem is congestion, especially at certain points which are meeting centers from various directions, so it is very important to have signposted intersections to avoid conflicts that occur on the roads. Therefore,

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Hidayat, Dwi Wahyu, Aswin Badarudin Atmajaya, Putu Eka Suartawan Suartawan, and Kadek Arta Bawa. "EVALUASI EFEKTIFITAS PENGATURAN SINYAL PADA SIMPANG 5 BALAPAN UNTUK MENINGKATKAN KINERJA SIMPANG DENGAN PENDEKATAN PKJI 2023 DAN VISSIM." Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) 10, no. 2 (2023): 91–101. http://dx.doi.org/10.46447/ktj.v10i2.568.

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Simpang 5 Balapan merupakan simpang yang terletak di Kota Surakarta. Berdasarkan analisis Tim PKL Kota Surakarta, Simpang 5 Balapan memiliki kinerja yang kurang optimal, dimana memiliki derajat kejenuhan tertinggi pada pendekat timurnya mencapai 0,99, panjang antrian 168 m serta tundaan sebesar 165,94 det/smp. Sehingga tujuan dari penelitian ini adalah untuk mengevaluasi kinerja simpang serta melakukan optimalisasi agar lebih baik kinerjanya dengan metode pendekatan PKJI 2023 dan Vissim. Pendekatan PKJI 2023 digunakan untuk mencari indikator kinerja derajat kejenuhan, panjang antrian, serta tu

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Jumayev, Shaxzod Shavkat o'g'li. "PTV VISSIM DАSTURI ORQALI TАRTIBGА SOLINGАN CHORRАHАLARNI BAHOLASH". Innovative Development in Educational Activities 3, № 12 (2024): 37–42. https://doi.org/10.5281/zenodo.13879750.

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<em>Ushbu maqolada hozirgi kunda shaharlarda dolzarb muammoga aylanib borayotgan tartibga solingan chorrahalarning joriy holatiga PTV Vissim dasturiy kompleksi yordamida baholash ko‘rsatilgan.</em>

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