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1

Jiang, Yongzhi, Pingbo Wu, Jing Zeng, and Hao Gao. "Comparison of the curve negotiation properties of two different articulated monorail vehicles." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 233, no. 8 (2018): 831–43. http://dx.doi.org/10.1177/0954409718810946.

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This paper introduces two types of articulated monorails. The vehicle model of the traditional monorail is set up first, and a genetic algorithm is used to modify the parameters with the experimental data. Then, the two types of articulated monorail vehicle models are set up with the components and parameters of the model of the traditional monorail. By comparing the dynamic properties of the traditional monorail with the two types of articulated monorails, the advantage of the latter is realized. Finally, it has been concluded that the “non-bolster type” structure will be a better choice for
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2

Gutarevich, Viktor O., Nikita V. Martyushev, Roman V. Klyuev, et al. "Reducing Oscillations in Suspension of Mine Monorail Track." Applied Sciences 13, no. 8 (2023): 4671. http://dx.doi.org/10.3390/app13084671.

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Purpose: The goal of this work is to reduce the effect of dynamic loads on the mine timbering through the use of the elastic devices contained in the monorail suspension and to justify their parameters. Methods and materials: The article considers the developed mathematical model of vertical oscillations of the monorail track, which allows setting the interconnection between the rolling stock parameters and dynamic loads in the suspension. At vertical oscillations of the monorail and under the effect of harmonic disturbing force caused by the movement of the suspension, the system of the monor
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3

Jiang, Yongzhi, Wensheng Zhong, Pingbo Wu, Jing Zeng, Yunchang Zhang, and Shuai Wang. "Prediction of wheel wear of different types of articulated monorail based on co-simulation of MATLAB and UM software." Advances in Mechanical Engineering 11, no. 6 (2019): 168781401985684. http://dx.doi.org/10.1177/1687814019856841.

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Analysis of the Chongqing monorail shows that there is no relationship between wheel wear and radial force, which means the radial force cannot be used to evaluate the wheel wear of monorail. Due to the same physical significance of the Schallamach tire wear model for automobiles, the wear index of railway wheels, which represents the creep power of unit wheel–rail contact area, is proved to be effective in evaluating the wheel wear of railway vehicles, automobiles, and vehicles with both properties, namely, monorail. Parameters of Chongqing monorail, modified through genetic algorithm, are us
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4

Viktor, Gutarevich, and Ignatkina Evgenia. "Study of the braking regime of rolling stock mining suspended monorail taking into account clearances in the coupling." Izvestiya vysshikh uchebnykh zavedenii Gornyi zhurnal, no. 5 (August 6, 2020): 108–15. http://dx.doi.org/10.21440/0536-1028-2020-5-108-115.

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Introduction. Currently, mine suspended monorails are becoming more common in coal mines for auxiliary cargo and people transportation. Compared to ground transport, monorail has significant differences, which does not allow to fully use the previously obtained results of braking modes studies. Research aims to establish regularities in the processes that occur during the mine suspended monorail road rolling stock braking mode, taking into account clearances in the couplings. Methodology. To substantiate the parameters and designs of brake and coupling devices of a mine suspended monorail, a m
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5

Xu, Haoting, Daochun Xu, Cheng Zheng, Xiaopeng Bai, and Wenbin Li. "Development and Testing of a Friction-Driven Forestry Electric Monorail Car." Forests 14, no. 2 (2023): 263. http://dx.doi.org/10.3390/f14020263.

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A friction-driven forestry electric monorail car based on a wheel hub motor is designed with the aim of solving the problems of the low transportation capacity, low running speed, large turning radius, and poor stability of low-slope mountain forestry monorails. The relationships between the minimum turning radius and the steering spring elasticity coefficient, between the body tilt and the anti-tip spring elasticity coefficient, and between the minimum turning radius of the monorail car and the distance between the two chassis and the two steering wheels was provided by the theoretical calcul
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6

Szewerda, Kamil, Jarosław Tokarczyk, and Andrzej Wieczorek. "Impact of Increased Travel Speed of a Transportation Set on the Dynamic Parameters of a Mine Suspended Monorail." Energies 14, no. 6 (2021): 1528. http://dx.doi.org/10.3390/en14061528.

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The method of increasing the efficiency of using one of the most common means of auxiliary transport in underground coal mines—suspended monorails—is presented. Increase of velocity is one of the key parameters to improve the efficiency and economical effect related with the underground auxiliary transport. On the other hand, increasing the velocity results in bigger value of force acting on the suspended monorail route and its suspensions. The most important issue during increasing the velocity is ensuring the required safety for the passengers and not overloading the infrastructure. In order
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7

N. Stephen Tanner. "Allowable Bending Stresses for Overhanging Monorails." Engineering Journal 22, no. 3 (1985): 133–38. http://dx.doi.org/10.62913/engj.v22i3.448.

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In the design of monorails for trolley hoisting devices it is often necessary to extend the monorail out beyond the last available support (as in Fig. 1), so the lifting point is clear of obstructions. Such a monorail supported vertically at two locations can be analyzed as a simple beam with overhang so the maximum bending moment is easily obtained. However, the question of the allowable bending stress immediately presents itself. The intent of this paper is to address the problem and present a simple design solution.
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8

Taylor, Lawrence D. "The monorail ‘revolution’ of the 1950s and 1960s and its legacy." Journal of Transport History 37, no. 2 (2016): 236–57. http://dx.doi.org/10.1177/0022526616667955.

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The paper uses a variety of primary and secondary sources to analyse why monorail proposals initiated by Goodell, Alweg, Lockheed and other manufacturers during the 1950s and 1960s failed to gain preference among transport planning authorities over alternative modes of transport such as conventional rail, subways, buses and eventually light rail. The article examines the ways in which improved versions of the monorail models developed during these two decades. In time, these changes led to a more dynamic market in which monorails continued to be built not only for use in amusement parks and ex
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9

Szlązak, Nikodem, Marek Korzec, and Jianwei Cheng. "Using Battery-Powered Suspended Monorails in Underground Hard Coal Mines to Improve Working Conditions in the Roadway." Energies 15, no. 20 (2022): 7527. http://dx.doi.org/10.3390/en15207527.

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Transporting materials and mine staff is a vital link necessary to the production process in underground mines. Deteriorating climatic conditions, mainly due to the increasingly deep mining and the usage of machines, force us to look for solutions to improve the underground mine environmental situation. Another essential factor responsible for deteriorating working conditions is harmful substances and exhaust fumes emitted from diesel engines. Supplying the workplaces with air quantity exceeding requirements such as the minimum velocity of air movement or gas and climatic conditions will allow
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10

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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11

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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12

Gutarevych, Viktor, Nataliia Vodolaskaya, Esad Jakupović, and Dragoljub Mirjanić. "Research on the Influence of Dynamic Load on Suspended Monorail." Applied Mechanics and Materials 806 (November 2015): 23–29. http://dx.doi.org/10.4028/www.scientific.net/amm.806.23.

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The influence of the moving load on suspended monorail was studied. During the movement of suspended carriages were established inertial forces, which lead to the additional monorail curvature. Found the dependence of the maximum dynamic load of the trucks speed along the monorail. Established speed of truck at which load of the monorail is practically static. The dependence of the bending section of the monorail under the influence of moving dynamic forces and the value of dynamic coefficient for suspended monorail track were found.
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13

Tokarczyk, Jarosław. "Method for Identification of Results of Dynamic Overloads in Assessment of Safety Use of the Mine Auxiliary Transportation System." Archives of Mining Sciences 61, no. 4 (2016): 765–77. http://dx.doi.org/10.1515/amsc-2016-0052.

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Abstract Method for identification the effects of dynamic overload affecting the people, which may occur in the emergency state of suspended monorail is presented in the paper. The braking curve using MBS (Multi-Body System) simulation was determined. For this purpose a computational model (MBS) of suspended monorail was developed and two different variants of numerical calculations were carried out. An algorithm of conducting numerical simulations to assess the effects of dynamic overload acting on the suspended monorails’ users is also posted in the paper. An example of computational model F
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14

Wafi A. Mabrouk and M. F. L. Abdullah. "SIMULATION OF MATHEMATICAL MODEL FOR MONORAIL SUSPENSION SYSTEM UNDER DIFFERENT TRACK CONDITIONS." Journal of The Institution of Engineers, Malaysia 79, no. 2 (2018): 15–31. http://dx.doi.org/10.54552/v79i2.3.

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Designing a new monorail suspension system for an existing monorail bogie to accommodate larger cars, locomotives and more passengers is a difficult and complicated problem to solve. This paper introduces a simulation of a mathematical model for a monorail suspension system that can be used as an analytical tool to investigate and predict the behavior of the model under different speeds and track conditions. In this paper, the simulation is performed to predict some dynamic characteristics monorail suspension system. This research work concentrates on the simulation of 15 degrees of freedom fu
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15

Szewerda, Kamil, Jarosław Tokarczyk, Jerzy Świder, and Aneta Grodzicka. "Impact of suspension and route stabilization on dynamic parameters of self-driven mine suspended monorails." Eksploatacja i Niezawodnosc - Maintenance and Reliability 24, no. 4 (2022): 617–28. http://dx.doi.org/10.17531/ein.2022.4.3.

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Impact of the method of suspension and route stabilization of suspended monorail on forces loading the roadway roof support system is presented. This is important in the context of possible increasing the speed of monorails during personnel movement. Nature of load and displacement of the route, as well as deceleration of the transport set, with a dynamic excitation - an emergency braking of the transport set, are presented. The results are presented for seven configurations of slings and lashings stabilizing the route. The Head Injury Criterion (HIC), recorded using the Articulated Total Body
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16

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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17

Lyu, Shilei, Qiafeng Li, Zhen Li, et al. "Precision Location-Aware and Intelligent Scheduling System for Monorail Transporters in Mountain Orchards." Agriculture 13, no. 11 (2023): 2094. http://dx.doi.org/10.3390/agriculture13112094.

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This study addressed the issue of the real-time monitoring and control of the transporter in a mountain orchard terrain characterized by varying topography, closed canopy, shade, and other environmental factors. This study involved independent research and the development of a series of electric monorail transporters. First, the application requirements of “Where is the monorail transporter?” were examined, and an accurate location-aware method based on high-frequency radio frequency identification (RFID) technology was proposed. In addition, a location-aware hardware system based on STM32 + R
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18

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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19

Gao, Feng, Lin Jing Xiao, Hong Gang Ma, and Shuai Guo. "Analysis on the Construction of the Monorail Hoist Auxiliary Transportation System in Coal Mine." Applied Mechanics and Materials 278-280 (January 2013): 189–92. http://dx.doi.org/10.4028/www.scientific.net/amm.278-280.189.

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To improve the efficiency of the auxiliary transportation system in the coal mine, the monorail auxiliary transportation system was built with the analysis of monorail’s adaptability and road section, and calculation about locomotive selection. The key link of the system’s popularization and application were proposed. The system provides practical significance to improve environment, enhance efficiency and ensure safety in transportation.
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20

Vlasov, Denis, Sergey Vakulenko, and Dmitry Romenskii. "Redevelopment of the Moscow monorail." Real estate: economics, management, no. 1 (May 17, 2021): 80–88. http://dx.doi.org/10.22337/2073-8412-2021-1-80-88.

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In the world practice of recent decades, monorail transport systems have been actively developing as an element of the mass passenger transport system. There is a monorail line in Moscow, which has exhausted its operational reserves and needs reconstruction. The article discusses the possible directions of development of the monorail in Moscow. Five possible directions of development have been identified, including the transformation of the line into other modes of transport (tram), the construction of an extension of the monorail line in various directions, the arrangement of urban public spa
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21

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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22

Peng, J. S., Q. W. Kong, Y. X. Gao, and L. Zhang. "Straddle monorail noise impact evaluation considering acoustic propagation characteristics and the subjective feelings of residents." Electronic Research Archive 31, no. 12 (2023): 7307–36. http://dx.doi.org/10.3934/era.2023370.

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<abstract> <p>In this study, a novel method of evaluating the impact of straddle monorail noise on residential areas considering both objective and subjective effects was developed, in view of the singleness of the existing evaluation method of the track noise impact on residential areas. Using a questionnaire, the quantified straddle monorail noise data for five typical apartment complexes with rail-side layouts were combined with data on the subjective feelings of residents regarding this noise. Then, a model for evaluating the impact of the straddle monorail noise on residential
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23

Danardono, A. S., G. Prayogo, Sugih Sugiharto, T. Nugraha, and K. Nuryadi. "Preliminary Analysis in the Improvement Turning Abilities in Design of the Monorail Bogie PT. MBW Indonesia." Applied Mechanics and Materials 663 (October 2014): 539–43. http://dx.doi.org/10.4028/www.scientific.net/amm.663.539.

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A straddle type monorail is the most widely used as means urban transportation system. It can be implemented in order to solve the problem of urban transportation and to support the concept of a light transit urban mobility of sustainable transport system. In the last five years, PT. MBW has started a study the design and manufacturing of straddle type monorail in Indonesia. In this research, we intend to propose the new design concept of the bogie more specific than the design standard available because the urban city topography in Indonesia has not developed yet to provide an area specific f
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24

Zhang, Rang, Yuanjin Ji, and Lihui Ren. "Pre-load on the guiding/stabilizing wheels and the critical lateral force of a straddle-type monorail vehicle." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 233, no. 2 (2018): 160–69. http://dx.doi.org/10.1177/0954409718785292.

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The anti-overturning ability of a straddle-type monorail vehicle is influenced by the contact status between the guiding and stabilizing wheels and the track beam; therefore, an initial pre-load is required for the stabilizing and guiding wheels to enhance the anti-overturning ability of the straddle-type monorail vehicle. Determining the reasonable pre-load for the stabilizing and guiding wheels is a significant problem in the operation of a straddle-type monorail vehicle. D’Alembert’s principle has been adopted to transform the dynamic problem that straddle-type monorail vehicle runs on curv
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25

Du, Zi Xue, Xiao Xia Wen, and Zheng Shen. "The Impact Analysis of Tire Parameter for Tire Wear When Monorail Vehicle Curve Driving." Applied Mechanics and Materials 470 (December 2013): 529–33. http://dx.doi.org/10.4028/www.scientific.net/amm.470.529.

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monorail spatially coupled dynamic modeling which has three directions attached contacts wheel have been established. According to the simulation and experimental results, dynamic model was validated. based on the dynamic coupling modeling , the tire parameter influence trends for the tire wear of walking wheel’s tires were analyzed when monorail vehicle curve driving. The analysis result revealed that because the contact of straddle-beam monorail is special, with the cornering stiffness increases of walking wheel tire, by the impact of the contact radial force from guide wheels and stabilizin
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Wang, Jun Pu, Yong Ling Zhou, Fu Wan, Tao Huang, and Heng Liang. "Monorail Truss Structure Selection Based on Modal Analysis." Applied Mechanics and Materials 226-228 (November 2012): 364–67. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.364.

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The monorail truss structure natural vibration characteristics affect the performance of monorail in the work, this paper apply finite element method to carry out monorail truss natural vibration characteristics research. Considering the engineering practice, research and development two groups of monorail truss structure, calculated strength for two kinds of structural, two groups of truss structure strength meet the requirements, then used Guyan reduction theory to carry out modal analysis for the two trusses. From the modal analysis result can be found that the two groups of truss each orde
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27

Jiang, Hai, Dongjie Wang, Jiameng Cheng, et al. "Research on Speed Control Strategies for Explosion-Proof Diesel Engine Monorail Cranes." Actuators 13, no. 12 (2024): 467. http://dx.doi.org/10.3390/act13120467.

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This paper introduces a control method tailored for the speed regulation of monorail cranes in coal mines. Initially, an analysis of the structure and load conditions of the monorail crane drive components is conducted to calculate the traction force, clamping force, and target travel speed across varying operational scenarios. Subsequently, the hydraulic system schematic of the monorail crane is analyzed to develop a mathematical model for speed control, enabling the assessment of system stability using transfer functions. A simulation model of the monorail crane speed control loop is then cr
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28

Palmer, D. Jason. "The nanoscale monorail." Nano Today 3, no. 3-4 (2008): 8. http://dx.doi.org/10.1016/s1748-0132(08)70030-6.

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29

Pratik, Bansal. "Feasibility and Potential Impact of Hyperloop and Monorail Systems on Urban Transportation." Journal of Scientific and Engineering Research 7, no. 2 (2020): 324–27. https://doi.org/10.5281/zenodo.13337707.

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This paper examines the feasibility and potential impact of implementing hyperloop and monorail systems in urban transportation. Hyperloop and monorail technologies represent innovative approaches to address the challenges of urban congestion and transportation efficiency. The paper investigates the technical aspects, economic viability, and environmental implications of deploying these systems in urban environments. By analyzing case studies and existing research, this study aims to provide insights into the benefits and challenges associated with adopting hyperloop and monorail systems for u
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Pratik, Bansal. "Feasibility and Potential Impact of Hyperloop and Monorail Systems on Urban Transportation." Journal of Scientific and Engineering Research 7, no. 2 (2020): 324–27. https://doi.org/10.5281/zenodo.12772005.

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This paper examines the feasibility and potential impact of implementing hyperloop and monorail systems in urban transportation. Hyperloop and monorail technologies represent innovative approaches to address the challenges of urban congestion and transportation efficiency. The paper investigates the technical aspects, economic viability, and environmental implications of deploying these systems in urban environments. By analyzing case studies and existing research, this study aims to provide insights into the benefits and challenges associated with adopting hyperloop and monorail systems for u
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31

Wen, Xiao Xia, Yi Tuan He, Zi Xue Du, and Xiao Xun Zhang. "Crash Simulation of Straddle-Type Monorail Vehicle Body and Human Injury Research." Advanced Materials Research 413 (December 2011): 486–90. http://dx.doi.org/10.4028/www.scientific.net/amr.413.486.

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In this paper, Based on collision simulation theory, a straddle-type monorail vehicle was considered as the research object. A collision model of Straddle-type monorail vehicle with human body model was set up. The course of collision between the straddle-type monorail vehicle and a rigid wall was simulated. During the body collision process, some parameters, such as velocity, displacement, energy and the injury of diver, were analyzed. According to the simulation results, the stiffness of vehicle and ability of energy absorption were evaluated.
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Ibrahim, Ahmad Nazrul Hakimi, Muhamad Nazri Borhan, Muhamad Razuhanafi Mat Yazid, Sitti Asmah Hassan, Ahmad Firdhaus Arham, and Sharizal Hashim. "Modelling of Passenger Satisfaction and Reuse Intention with Monorail Services in Kuala Lumpur, Malaysia: A Hybrid SEM-ANN Approach." Mathematics 11, no. 15 (2023): 3361. http://dx.doi.org/10.3390/math11153361.

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This study employs the fundamental concept of the American Customer Satisfaction Index (ACSI) model to explore the factors influencing passengers’ satisfaction with monorail service in Kuala Lumpur, Malaysia and their reuse intention. The study tests the hypotheses on 417 monorail passengers using a hybrid structural equation modelling based on parameter estimation of partial least squares (PLS-SEM) and an artificial neural network (ANN) method to estimate the proposed model. The results showed that the proposed model explains 70.4% and 59.5% of the variance in passenger satisfaction with the
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33

Liu, Min, and Yue Hua Gao. "Research on the Expert System of Detection and Management for the Tire Wear of Straddle Type Monorail Vehicle." Applied Mechanics and Materials 233 (November 2012): 255–61. http://dx.doi.org/10.4028/www.scientific.net/amm.233.255.

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Based on the experiential data from the operation of Chongqing No.2 light rail for six years, and combined with the deep analysis for the tire wear characteristic of the straddle type monorail vehicle, this paper presents an expert system of detection and management for the tire wear of straddle type monorail vehicle. Firstly, this paper will analyze the wear characteristic of the straddle type monorail vehicle tire. Secondly, this paper will give the basic design idea of the expert system. And finally the design method of the expert system will be presented with the use of access software and
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34

Ji, Yuanjin, and Lihui Ren. "Anti-overturning capacity and critical roll angle of straddling monorail vehicle." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 232, no. 23 (2018): 4420–29. http://dx.doi.org/10.1177/0954406217753234.

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Straddling monorail vehicles are a new rail transportation mode in which the bearing, running, and guiding rely on rubber tyre running gears. Since the lateral span of the running wheel is small, stabilizing wheels are added to enhance the anti-overturning capacity, which is influenced by the contact between the stability wheels and track beam. If one stabilizing wheel loses contact with the track beam, the tendency to overturn increases significantly. To ensure the straddling monorail vehicle has a stable anti-overturning capacity, an initial preload pressure is applied to the all stabilizing
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35

TARASOV, Vladimir Mikhailovich, Anatoly Iosifovich FOMIN, and Nina Ivanovna TARASOVA. "UNDER-ROOF (SUSPENDED) MONORAIL TRANSPORT IN THE MINE AND SIGNS OF A LIFTING STRUCTURE." Mine Surveying and Subsurface Use, no. 5 (2023): 59–66. http://dx.doi.org/10.56195/20793332_2023_5_59_66.

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The article presents the results of research to determine the ownership of lifting transport technical devices with hydraulic control in the mine by the type of mechanisms. It is established that suspended monorail transport in the mine consists of technical equipment: unified hydraulic lifting technical devices, diesel-hydraulic locomotive, monorail beam. It is revealed that the main element in this lifting and transport system of mechanisms are lifting transport (mobile, mobile) technical devices with monorail cargo carriages moving along a monorail beam. It is determined that the monorail b
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36

Kholopov, Yuri, Bela Musatkina, and Inna Denisova. "THE COMPARATIVE ANALYSIS OF THE NOISE CHARACTERISTICS OF LAND RAIL TRANSPORT AND EFFICIENCY OF NOISE PROTECTION MEASURES." Akustika 32 (March 1, 2019): 299–304. http://dx.doi.org/10.36336/akustika201932299.

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The article gives an analysis of the noise characteristics of modern types and systems of railway, monorail and urban land rail transport. The requirements of external, Russian and industry normative documents to the permissible noise levels in the residential area and on the land rail transport are considered. The results of the instrumental noise measurements on the route of the Moscow monorail transport system and in laboratory conditions are given. An overview of the best available technologies for noise protection in transport is presented. The measures of reducing the noise generated by
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Pytlik, Andrzej. "Tests of steel arch and rock bolt support resistance to static and dynamic loading induced by suspended monorail transportation." Studia Geotechnica et Mechanica 41, no. 2 (2019): 81–92. http://dx.doi.org/10.2478/sgem-2019-0009.

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AbstractAt present, the suspended monorail systems constitute a very common means of transportation in the Polish hard coal mines. The main advantages of the suspended monorail include the independence of the route from the working floor surface irregularities and the possibility to transport cargo of significant mass and size.The masses and dimensions of machines and devices transported via monorail have increased considerably in recent times. This particularly concerns the transport of longwall system elements. In Poland, the maximum speed of suspended monorail travel is 2 m/s. Due to the fa
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XIN, Liang, Zixue DU, Junchao ZHOU, Zhen YANG, and Zhouzhou XU. "Study on Dynamic Response of Straddle-Type Monorail Vehicle with Single-Axle Bogie Under Curve Condition." Mechanics 27, no. 2 (2021): 122–29. http://dx.doi.org/10.5755/j02.mech.25319.

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This paper is concerned with the dynamic response of straddle-monorail with single-axle bogie under curve condition. A 15 degrees-of-freedom(DOF) dynamic model is established for straddle-type monorail vehicle with single-axle bogie, which consists driving wheels, steering wheels and stabilizing wheels. The motion equations of the straddle-type monorail vehicle are derived using the Lagrange's equation, and the wheel-rail contact model and the curving track beam model are created. Compared with the test results, the accuracy of the method is verified. Finally, the influence of curve radius, cu
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Koper-Olecka, Emilia. "Monorail transport system concept for Smart City of CPK." WUT Journal of Transportation Engineering 131 (December 1, 2020): 31–44. http://dx.doi.org/10.5604/01.3001.0014.7822.

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The article refers to selected challenges related to the need to ensure passenger transfer in the Smart City area in the context of the planned development of the Solidarity Transport Hub (CPK). The authors present the concept of using the modern public transport solution Innovia Monorail 300 as a potential automatic transport system for Smart City. The elaboration presents Bombardier's product - Innovia Monorail 300 system, its characteristics, aspects relevant for development, and its components. The article proposes the monorail line structure, analyzes the transport needs and capacities, p
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Hamurcu, Mustafa, and Tamer Eren. "An Application of Multicriteria Decision-making for the Evaluation of Alternative Monorail Routes." Mathematics 7, no. 1 (2018): 16. http://dx.doi.org/10.3390/math7010016.

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Urban transportation planning is important for a metropolitan city. Route selection, which is among the decisions of urban transportation planning, is also important in terms of developing the urban transportation. This study contains the route selection for the planned monorail transport system that is a new system in Ankara. The most suitable monorail route was selected among the determined eight alternative monorail routes. In this decision process, we used the Analytic Network Process (ANP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) method, which is one of
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Li, Teng, and Eryu Zhu. "Quantifying Carbon Emissions Generated by Monorail Transits: A Life Cycle Assessment Approach." Computational Intelligence and Neuroscience 2022 (March 24, 2022): 1–15. http://dx.doi.org/10.1155/2022/3872069.

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The use of rail transits results in the generation of a large amount of carbon emissions. Throughout the life cycle of a rail transit system, huge amounts of carbon are emitted, which contributes to the threat posed by carbon emission on the city ecosystem. Despite the many methods previously proposed to quantify carbon emissions from rail transit systems, a method that can be applied to measure carbon emissions of monorail systems is yet to be developed. We have used the life cycle assessment (LCA) method to propose a method that can be used to quantify carbon emissions from monorail transits
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Ryabko, K. A., and V. O. Gutarevich. "Substantiation of performance indicators of mine monorail locomotives." Gornye nauki i tekhnologii = Mining Science and Technology (Russia) 6, no. 2 (2021): 136–43. http://dx.doi.org/10.17073/2500-0632-2021-2-136-143.

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Mine transport is an integral part of mining process. The performed analysis of modern monorail autonomous locomotives indicates that this type of underground auxiliary transport is the most promising today due to a number of advantages that were identified in this study. To assess performance indicators of mine monorail locomotives, a number of characteristics are currently used, for instance, the dependences between several parameters of propulsion system operation. The type of characteristic is determined by an independent variable to be selected from the list of the operational or design p
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Nedak, A. "Analysis of monorail transport." Collection of scientific works of the State University of Infrastructure and Technologies series "Transport Systems and Technologies" 33, no. 1 (2019): 33–44. http://dx.doi.org/10.32703/2617-9040-2019-33-1-3.

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Zhang, Nai Biao, Xun Pang, and Xin Lei Zhou. "Control System Design on Rope Haulage Monorail Transport System Using Frequency Conversion." Applied Mechanics and Materials 678 (October 2014): 333–37. http://dx.doi.org/10.4028/www.scientific.net/amm.678.333.

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The rope haulage monorail transport system is an important kind of subsidiary transport system in the underground mine. We propose a control system using frequency conversion on rope haulage monorail transport system in this paper, which consists of PLC control console, AC inverter, speed sensor, over-wind protection switch, sound-light alarm, leakage monitoring device, etc. Our control system can realize the start-stop control, the forward and backward control, the frequency conversion control, the over-wind protection, and so on. This control system can also real-timely detect and display th
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YANG, Zhen, Zixue DU, Zhouzhou XU, Liang XIN, and Zhongwei HOU. "Pantograph-Catenary Coupling System Dynamics Analysis with Rigid-Flexible Pantograph for Straddle-Type Monorail." Mechanics 30, no. 4 (2024): 347–56. http://dx.doi.org/10.5755/j02.mech.34947.

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The flexible pantograph of straddle-type monorail has influence on the dynamics performance of pantograph-catenary system. This paper established a rigid-flexible pantograph-catenary-vehicle coupling dynamics model of monorail. By embedded the rigid-flexible pantograph into the vehicle dynamic analysis model, the rigid-flexible pantograph-catenary coupling dynamics model that could consider the random irregularity of track beam ultimately established. The validity of model has been approved by the pantograph dynamics test of Chongqing monorail line 3. The dynamic performance of the pantograph-
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Zhang, Yue Min, and Yu Qing Wang. "The Dynamic Model of the Hoisting Monitoring Robot Using in Underground Coal Mine." Advanced Materials Research 1027 (October 2014): 282–85. http://dx.doi.org/10.4028/www.scientific.net/amr.1027.282.

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In this paper, regarding the monitoring robot body as the research object, the dynamic model of the monitoring robot hoisted on the monorail electric vehicle has been established with surface defects of I-steel rails as exciting forces. In this model, the contact stiffness and damping between the monorail electric vehicle’s wheels and rails have replaced with equivalent stiffness and equivalent damping.
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Jiang, Yongzhi, Pingbo Wu, Jing Zeng, et al. "Detection and alleviation of the abnormal vibration of the monorail based on experiment and simulation." Journal of Low Frequency Noise, Vibration and Active Control 38, no. 2 (2019): 282–95. http://dx.doi.org/10.1177/1461348419825605.

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Wheel out of round, which has a significant influence on the ride comfort of vehicles, is very difficult to detect, especially for vehicles with rubber tires like a monorail. The prominent feature of wheel eccentricity caused by wheel out of round is that there will be a dominant frequency of the vehicle acceleration that varies with the speed of the vehicle, while the wavelengthes are all equal to the wheel circumference. By studying the experimental results of Chongqing straddle monorail, an indirect detection method of the wheel out of round is put forward. Then a simulation model of the mo
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Kim, Su Ho, Byung Gil Choi, Chang Ho Jeon, Jung Suk Oh, Ho Jong Chun, and Hae Giu Lee. "Push–pull monorail technique to overcome a difficult course through the left internal jugular vein." Science Progress 105, no. 4 (2022): 003685042211460. http://dx.doi.org/10.1177/00368504221146066.

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Background: We assessed the outcomes of a push–pull monorail technique to overcome a difficult anatomical course through the left internal jugular vein in implantable port insertions. Methods: From December 2018 to May 2021, a total of 5326 patients were referred for implantable port insertion in our interventional unit, among which 472 cases were requested for insertion on the left side. Our monorail technique was applied only when the catheter tip entered the azygos vein instead of the superior vena cava (n = 8). The technique consists of a puncture at the distal tip of the port catheter wit
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Shyrin, L., A. Herasymenko, O. Koptovets, and S. Felonenko. "Technology of combined fixing of preparatory products for efficient use of suspended monorail roads." Collection of Research Papers of the National Mining University 72 (March 2023): 77–86. http://dx.doi.org/10.33271/crpnmu/72.077.

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Purpose. Justification of the parameters and design of the system of combined fastening of the monorail pond of the suspended monorail roads in formation underground workings to reduce dynamic loads on the elements of the arch fastening and the mining massif during the delivery of large-tonnage loads and equipment to preparatory pits and assembly chambers. The methods. The recommended method of substantiating the technological schemes of auxiliary transport, focused on the use of multifunctional mining equipment of the new generation, adapted to the modern conditions of performing assembly and
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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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