Relevant bibliographies by topics / Monorail train

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Monorail train'

Author: Grafiati
Published: 28 May 2022
Last updated: 31 July 2025

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Journal articles on the topic "Monorail train"

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KIM, C. W., M. KAWATANI, T. KANBARA, and N. NISHIMURA. "SEISMIC BEHAVIOR OF STEEL MONORAIL BRIDGES UNDER TRAIN LOAD DURING STRONG EARTHQUAKES." Journal of Earthquake and Tsunami 07, no. 02 (2013): 1350006. http://dx.doi.org/10.1142/s1793431113500061.

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This paper investigated dynamic responses of steel monorail bridges incorporating train-bridge interaction under strong earthquakes. Two types of steel monorail bridges were considered in the study: a conventional type with steel track-girder; an advanced type with composite track-girder and simplified lateral bracing system. During strong earthquakes, monorail train was assumed standing on the track-girder of monorail bridges. Observations through the analytical study showed that considering the monorail train as additional mass rather than a dynamic system in numerical modeling overestimated
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Yao, Zhiyong, Zongchao Liu, and Zilin Zhong. "A Dynamic Interaction Analysis of a Straddle Monorail Train and Steel–Concrete Composite Bridge." Buildings 15, no. 13 (2025): 2333. https://doi.org/10.3390/buildings15132333.

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Train–bridge dynamic interaction analysis is critical for the dynamic design of bridges and the safety and comfort assessment of trains. This study introduces a train–bridge dynamic model of a straddle monorail train and a steel–concrete composite track beam to investigate the dynamic performance of the bridge and train. It explores the influence of track irregularities and passenger loads on the dynamic response of train–bridge systems at various traveling speeds. The numerical results indicate that there is no significant resonance between the straddle monorail train and the steel–concrete c
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Zhang, Kunpeng, Haochu Ku, Su Wang, Min Zhang, Xiangge He, and Hailong Lu. "Distributed Acoustic Sensing: A Promising Tool for Finger-Band Anomaly Detection." Photonics 11, no. 10 (2024): 896. http://dx.doi.org/10.3390/photonics11100896.

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The straddle-type monorail is an electric-powered public vehicle widely known for its versatility and ease of maintenance. The finger-band is a critical connecting structure for the straddle-type monorail, but issues such as loose bolts are inevitable over time. Manual inspection is the primary method for detecting bolt looseness in the finger-band, but this approach could be more efficient and resistant to missed detections. In this study, we conducted a straddle-type monorail finger-band-anomaly-monitoring experiment using Distributed Acoustic Sensing (DAS), a distributed multi-point-monitor
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Song, Jiachen, Liwei Zhang, Dongjin Zhu, and Hui Liang. "Active Control of Shimmy in Articulated Single-Axle Straddle-Type Monorail Train." Machines 12, no. 12 (2024): 854. http://dx.doi.org/10.3390/machines12120854.

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The articulated single-axle straddle-type monorail train has many unique advantages, making it the preferred choice for medium-capacity urban rail transit. However, the issue of vehicle shimmy greatly restricts its promotion and application. In response to this issue, an active suspension control scheme is proposed, and the corresponding control algorithm is designed. Considering economic and feasible factors, a modification plan for the single-axle bogie without changing the original structure is proposed. A closed-loop feedback control strategy with lateral velocity and yaw rate as control o
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Yang, Zhen, Zixue Du, Zhouzhou Xu, Junchao Zhou, and Zhongwei Hou. "Research on dynamic behavior of train dynamic model of straddle-type monorail." Noise & Vibration Worldwide 51, no. 11 (2020): 195–207. http://dx.doi.org/10.1177/0957456520947998.

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This article focus on the dynamic behavior of straddle-type monorail composed of multiple vehicles. The four-vehicle dynamic model of straddle-type monorail considering the coupler force is established on the basis of the coupler dynamic model. The correctness of the model is verified by the real experimental vehicle test of Chongqing straddle monorail line 3 from Huixing station to Changfuroad station. The stable wheel overturning coefficient suitable for monorail is proposed which is used to evaluate the anti-overturning performance of straddle monorail. The vibration response, riding comfor
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Si, Xue Tong, Ke Jian Chen, and Wen Hua Guo. "Capturing Riding Characteristics of Double-Deck Bridges under Multi-Lane Moving Vehicles." Applied Mechanics and Materials 587-589 (July 2014): 1569–76. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1569.

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This paper investigates the characteristics of riding comfort of double-deck bridges under multi-lane moving vehicles based on a framework for spatial dynamic analysis of double-deck bridges carrying both road vehicles and monorail trains taking into account road surface roughness and both vertical and lateral track irregularities. The bridge is modelled by finite elements with proper boundary conditions. And the road vehicle is modelled as a mass-spring-damper system with 7 degrees of freedom (DOFs) while that of the monorail train has 15 DOFs. Then holistic bridge-vehicle interaction system
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Naeimi, Meysam, Meisam Tatari, and Amin Esmaeilzadeh. "Dynamics of the Monorail Train Subjected to the Braking on a Straight Guideway Bridge." Archive of Mechanical Engineering 62, no. 3 (2015): 363–76. http://dx.doi.org/10.1515/meceng-2015-0021.

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Abstract A finite element (FE) model of the straight guideway bridge under monorail train has been built in this research in order to investigate dynamic interactions of the coupled system in the vertical and longitudinal direction. A limited length of the straddle monorail bridge including five continuous spans is modeled in three dimensions by using FE method. A 3D model of the monorail train system, built in the multibody analyzer MSC ADAMS, is assembled over the bridge. The entire model, consisting of the vehicle and bridge subsystems, is numerically analyzed by performing dynamic simulati
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Arefiev, E. M., and K. A. Ryabko. "Effect of operating conditions of mine monorail locomotives on the durability of drive wheel polymeric rims." Gornye nauki i tekhnologii = Mining Science and Technology (Russia) 8, no. 1 (2023): 59–67. http://dx.doi.org/10.17073/2500-0632-2022-11-34.

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An increase in the rate of coal mining and a reduction of its prime cost can be ensured by comprehensive mechanization and automation of the system of mine auxiliary transport through the widespread introduction of overhead monorail tracks. The potential use of mine monorail tracks are conditioned by the following factors: low payload ratio of the train; reduction of the mine workings cross-section area due to transfer of auxiliary transport to the upper part of the workings; high operational safety; as well as the possibility of dismantling the track in the unused sections and subsequently in
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Liang, Xiong, Baomu Li, Xiaolu Liu, and Linong Liang. "Optimisation of Longitudinal Seismic Energy Dissipation System for Straddle-type Monorail-Cum-Road Long-Span Cable-Stayed Bridge." Shock and Vibration 2019 (November 16, 2019): 1–16. http://dx.doi.org/10.1155/2019/9637356.

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To investigate the optimal longitudinal seismic energy dissipation system of straddle-type monorail-cum-road long-span cable-stayed bridges, the Niutianyang Bridge was selected as the engineering background, and the explicit time-domain dimension-reduced iteration method was adopted to carry out nonlinear time-history analysis. To consider the dynamic characteristics of longitudinal movable supports, the static and dynamic responses of four kinds of energy dissipation systems were studied, including longitudinal unconstrained, elastic cable, viscous damper, and speed lock-up devices. The dampi
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Świder, Jerzy, Kamil Szewerda, Jarosław Tokarczyk, Franciszek Plewa, Aneta Grodzicka, and Krzysztof Kędzia. "An Overview of Possibilities of Increasing the Permissible Speed of Underground Suspended Monorails for Transporting People in the Conditions of Polish Underground Mining." Energies 16, no. 9 (2023): 3703. http://dx.doi.org/10.3390/en16093703.

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The permissible speed of suspended monorails in underground mines is determined by the internal regulations of each country and depends on the type of transportation. In the case of passenger transportation, the maximal driving speed in Polish underground mining regulations is 2 ms−1. Regarding the higher permitted driving speed in other countries, it is reasonable to consider changes to these regulations that would raise the permitted speed limit. Increasing the permissible travel speed would improve the efficiency of mining operations because of the significant reduction in the inefficient w
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Dissertations / Theses on the topic "Monorail train"

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Берченко, Б. О. "Поїзд на магнітній подушці". Thesis, Cумський державний університет, 2016. http://essuir.sumdu.edu.ua/handle/123456789/49114.

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Магнітоплан (маглен) – монорейковий потяг, побудований на базі технології електромагнітного підвісу (EMS), який для левітації використовує електромагнітне поле, при чому безпосереднього контакту з поверхнею полотна не відбувається. Реалізація даної системи на практиці дуже схожа на роботу звичайного залізничного транспорту. Аеродинамічний опір виступає єдиною гальмівною силою.
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Books on the topic "Monorail train"

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American Society of Civil Engineers. Southern Nevada Branch. Life Members Forum. From the Spanish Trail to the monorail: A history of civil engineering infrastructure in southern Nevada. InstantPublisher.com, 2009.

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Gleisner, Jenna Lee. Monorail Trains. Jump! Incorporated, 2020.

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Norimono Nippon isshū. ToÌ„kyoÌ„ : Popurasha, 2014., 2014.

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Steam Trains and Monorails: The Best of America's Theme Parks. Independently Published, 2021.

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Book chapters on the topic "Monorail train"

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Thornbury, Barbara E. "Gender and Mobility: Tracking Fictional Characters on Real Monorails, Trains, Subways, and Trams." In Mapping Tokyo in Fiction and Film. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-34276-0_3.

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Conference papers on the topic "Monorail train"

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Donohue, Brian P. "Seattle Center Monorail Train Refurbishment Program." In ASME 2011 Rail Transportation Division Fall Technical Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/rtdf2011-67021.

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Long the iconic transportation symbol of Seattle, the monorail system was constructed for the 1962 World’s Fair. Seattle’s monorail vehicles were the last and most technically advanced vehicles designed and built by the firm of Alweg-Forschung, GmbH (Alweg) of Cologne, Germany. The primary train operating systems and components were supplied by major US transit system equipment vendors of that era, including G.E., WABCO, and Rockwell. The two, 4-car train’s original layout and function generally conformed to US transit rail equipment standards and design practices of the early 1960s. However,
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Fitzmaurice, Michael. "Use of Communications Based Train Control Systems in the Presence of Radio Frequency Noise and Interference." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56076.

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A common concern with Communications Based Train Control (CBTC) systems is that the wireless subsystem (usually referred to as the data communications subsystem or DCS) is susceptible to radio frequency (RF) interference from the plethora of wireless devices (especially wireless local area networks or WLANs) that generally share the same 2.4 GHz spectrum as that used by the DCS. This concern is investigated in greater detail given the operational histories of two CBTC-equipped public transit lines: NYCT’s “L” or Canarsie Line in New York City and the Las Vegas monorail. Measurements of the RF
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Marioni, Agostino, Marco Banfi, Roberto Dalpedri, and Ivan Marenda. "Bearing systems for light rail bridges." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0299.

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<p>Light Railways are very frequently utilized for Mass Transit Systems to reduce the traffic impact in congested urban areas. Bridges for the Light Railways, even if their static scheme is often very simple, are peculiar structures where the interactions between vehicles, rail and bearings play a fundamental role. An important aspect of the bearings for Light Rail bridges, frequently requiring special solutions, is also the very high train frequency and the relatively high deformation of the structures under load, implying extremely high performance requirements and fatigue resistance o
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Marioni, Agostino, Marco Banfi, Roberto Dalpedri, and Ivan Marenda. "Bearing systems for light rail bridges." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0299.

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<p>Light Railways are very frequently utilized for Mass Transit Systems to reduce the traffic impact in congested urban areas. Bridges for the Light Railways, even if their static scheme is often very simple, are peculiar structures where the interactions between vehicles, rail and bearings play a fundamental role. An important aspect of the bearings for Light Rail bridges, frequently requiring special solutions, is also the very high train frequency and the relatively high deformation of the structures under load, implying extremely high performance requirements and fatigue resistance o
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Thornton, Richard D., Tracy Clark, and Brian Perreault. "Linear Synchronous Motor Propulsion of Small Transit Vehicles." In ASME/IEEE 2004 Joint Rail Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/rtd2004-66020.

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The Linear Synchronous Motor (LSM) has been used for several high speed maglev applications but only recently have developers applied it to urban transit. MagneMotion has worked with the Federal Transit Administration (FTA), as part of their Urban Maglev Project, to develop an LSM propelled maglev transit system called M3. The top speed is only half that of the Transrapid maglev trains now operational in China but by using small vehicles with short headway and rapid acceleration it is possible to achieve outstanding performance at much lower cost. The combination of LSM technology and small ve
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