• Title/Summary/Keyword: Vertical Transportation

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Structural Strength Evaluation for Development of a Vertical Transfer Device for a Personal Rapid Transit (PRT) Vehicle (PRT 차량용 수직이송장치의 개발을 위한 구조강도 평가)

  • Kang, Seok-Won;Um, Ju-Hwan;Jeong, Rag-Gyo;Song, Joon-Hyun
    • Transactions of the KSME C: Technology and Education
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    • v.3 no.3
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    • pp.165-173
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    • 2015
  • This paper presents numerical results of static structural stability analysis in development of a vertical transfer device of a PRT(Personal Rapid Transit) vehicle. The vertical transfer of a fully occupied vehicle operating on a road network is the first attempt, which is expected to contribute to overcome the limitations of conventional 2-dimensional operation mode. In particular, the vertical transfer apparatus designed based on vertical circulating conveyors is capable of continuous transfer without time delay so that it enables to accommodate a high traffic density. This system has been frequently used in a logistics field; however, it is essential to assess a structural integrity because an external force by a vehicle weight is exerted on the conveyors in the form of a concentrated load unlike a conventional logistic transport. In this study, prior to the production process, the structural performance of the pilot design in an early stage is numerically evaluated using the commercial finite element method (FEM) solver (i.e., $Ansys^{(R)}$).

Development of an Apparatus for Vertical Transfer of a PRT Vehicle Operating on a Road Network (운행 중인 PRT 차량의 수직이송을 위한 장치 개발)

  • Kang, Seok-Won;Um, Ju-Hwan;Jeong, Rag-Gyo;Kim, Jong-Suk
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.6
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    • pp.2604-2611
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    • 2013
  • The Personal Rapid Transit(PRT) system has been highly interested in future transportation developments due to its on-demand and optimized door-to-door transport capability. However, the major impediments to the commercialization of PRT are the high cost for construction of infrastructures as opposed to the small transport capacity and difficulty in defining the role of PRT in building a balanced transportation system. In this study, the vertical transfer device for the PRT vehicle is developed to provide more flexible and better compatible urban mobility services between means of transportation, which is expected to meet particular demands in a particular environment. This apparatus was initially designed based on the basis of vertical circulating conveyors with steel chains, which is frequently used in logistics. Its advantages are capable of the non-stop loading and reduced head-way time. Most importantly, it was intensified by the additional idea to ensure the stable and reliable transfer of the PRT vehicle fully loaded with passengers. The 1/10-scale prototype was successfully tested to demonstrate a fundamental mechanism of vertical transfer and identify unexpected user requirements prior to a real manufacturing process.

A Development of 3-D Resolution Algorithm for Aircraft Collision Avoidance

  • Kim, Youngrae;Lee, Sangchul;Lee, Keumjin;Kang, Ja-Young
    • International Journal of Aeronautical and Space Sciences
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    • v.14 no.3
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    • pp.272-281
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    • 2013
  • Traffic Collision Avoidance System (TCAS) is designed to enhance safety in aircraft operations, by reducing the incidences of mid-air collision between aircraft. The current version of TCAS provides only vertical resolution advisory to the pilots, if an aircraft's collision with another is predicted to be imminent, while efforts to include horizontal resolution advisory have been made, as well. This paper introduces a collision resolution algorithm, which includes both vertical and horizontal avoidance maneuvers of aircraft. Also, the paper compares between the performance of the proposed algorithm and that of algorithms with only vertical or horizontal avoidance maneuver of aircraft.

Challenges in the Architectural Technical Design of the New Generation of Supertall Buildings

  • Weismantle, Peter A.
    • International Journal of High-Rise Buildings
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    • v.7 no.1
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    • pp.85-93
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    • 2018
  • The design of a supertall building poses many challenges to the architect and engineer. Using Jeddah Tower as a case study; this paper intends to discuss a few of those challenges specifically related to the arrangement of programmed spaces in the tower, their functional connection by means of the vertical transportation system and physical connection with shafts which introduces the potential for stack effect in the building. The measures applied in response to and mitigation of these issues are discussed.

Development of Unified Vertical Datum (수직기준 연계를 위한 발전방안 연구)

  • Lee, Young-Jin;Song, Jun-Ho;Son, Soo-Ik;Cho, Seung-Yong
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2010.04a
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    • pp.141-142
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    • 2010
  • In Korea, land mapping and ocean charting have traditionally different vertical datum for purposes. Ministry of Land, Transportation and Maritime Affairs(MLTM) has promoted National Unified Vertical Datum project in 2009. In this study the development of National Unified Vertical Datum is proposed.

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Townscape in a High-rise: Imageability and Accessibility of Vertical Malls in Hong Kong

  • Tan, Zheng
    • International Journal of High-Rise Buildings
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    • v.4 no.2
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    • pp.143-152
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    • 2015
  • The increasing integration of public space and consumerism in Hong Kong has yielded new urban forms. The emergent vertical malls in Hong Kong and other East Asian metropolises have overturned the existing vertical order of the city. This vertical order is determined by the level of accessibility, but is being challenged by widely adopted vertical circulation technology. Inspired by Fredric Jameson's and Rem Koolhaas' reflections on the cultural significance of vertical transportation, this article examines the conflict between market logic and urban design requirements in the vertical interior spaces. "Departmentalization," as the current programming formula for vertical malls, can be further optimized by critically applying urban design doctrines such as Kevin Lynch's five elements of city image. It concludes with a statement that the knowledge base of vertical urbanism should be open to a set of new terminology informed by a new technological environment.

Theoretical Review of Highway Grades Considering Vehicle Performances (차량성능을 고려한 최대종단경사 합리화 연구)

  • Kim, Sang-Yeop;Lee, Seung-Yong;Han, Hyeong-Gwan;Choe, Jae-Seong
    • Journal of Korean Society of Transportation
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    • v.25 no.5
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    • pp.79-90
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    • 2007
  • In determining vertical grades in highway alignment design, engineers usually consider heavy vehicle performances on the upgrade. Heavy vehicles usually experience speed reduction on the upgrade and with recent years weight/horsepower improvements for heavy vehicles the speed reduction shows some change. However, in spite of the weight to horsepower improvements for the design vehicles from 300lb/HP to 200lb/HP in the AASHTO, there was no change in the maximum vertical grades. Therefore, a review of the maximum vertical grade reflecting existing heavy vehicle performances is required. In particular, in South Korea where highways pass through lots of mountaineous terrain, the maximum vertical grades must be reviewed throughly. In this study the amount of heavy vehicle performances during past decades were investigated and their expected impacts on highway vertical alignment designs were subsequently analyzed. A worldwide terrain analysis and international design standards were compared to set South Korean vertical grade standards. Traffic flow simulation Vissim was utilized to simulate vehicular flows on the upgrade and new truck performance curves on the grades were developed. Based on the new curve, it was decided that $1{\sim}2%$ increase of the maximum vertical grades could be allowed.

Analysis of three-dimensional thermal gradients for arch bridge girders using long-term monitoring data

  • Zhou, Guang-Dong;Yi, Ting-Hua;Chen, Bin;Zhang, Huan
    • Smart Structures and Systems
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    • v.15 no.2
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    • pp.469-488
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    • 2015
  • Thermal loads, especially thermal gradients, have a considerable effect on the behaviors of large-scale bridges throughout their lifecycles. Bridge design specifications provide minimal guidance regarding thermal gradients for simple bridge girders and do not consider transversal thermal gradients in wide girder cross-sections. This paper investigates the three-dimensional thermal gradients of arch bridge girders by integrating long-term field monitoring data recorded by a structural health monitoring system, with emphasis on the vertical and transversal thermal gradients of wide concrete-steel composite girders. Based on field monitoring data for one year, the time-dependent characteristics of temperature and three-dimensional thermal gradients in girder cross-sections are explored. A statistical analysis of thermal gradients is conducted, and the probability density functions of transversal and vertical thermal gradients are estimated. The extreme thermal gradients are predicted with a specific return period by employing an extreme value analysis, and the profiles of the vertical thermal gradient are established for bridge design. The transversal and vertical thermal gradients are developed to help engineers understand the thermal behaviors of concrete-steel composite girders during their service periods.

Measurements of Socket roughness and Vertical Offsets for Large Foundations (대형기초의 굴착공벽면 거칠기 및 연직도 측정)

  • Park, Bong-Geun;Nam, Moon-S.;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2007.09a
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    • pp.105-114
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    • 2007
  • Recently, construction of high-rise buildings have been increased all around the world, and their foundation are designed to carry heavy loads form superstructures. For this reason, the use of drilled shafts have been increased, and the proper understanding of drilled shafts have been issued, especially for socket roughness and vertical offsets. In this study, the BKS-LRPS using laser sensor was developed for the measurement of socket roughness and vertical offsets for the first time in Korea. The BKS-LRPS was applied for measuring of socket roughness and also vertical offsets at the specific field sites. Based on this study, BKS-LRPS was successfully applied for measurement of socket roughness and vertical offsets the in the fields, and more appropriate quality control for the vertical offsets have to be needed.

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A Fundamental Study on Vibration Characteristics of Container Car for Sensitive Cargo Transportation according to ASTM D-4169 (ASTM 규격에 따른 민감화물 수송용 컨테이너 화차의 진동 특성에 관한 기초 연구)

  • Ki, Ho-Cheol;Lee, Seung-Yil;Kim, Chul-Su
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.12
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    • pp.53-59
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    • 2019
  • To reduce the vibrations and shocks during the cargo transportation of high value-added goods, the vibration history was measured on the truck transportation section (Asan-Uiwang) and the freight train transportation section (Uiwang-Pusan). The internal vibrations of the container were obtained by attaching acceleration sensors in three axis directions (longitudinal, lateral. and vertical directions) on the front and rear bogies. The rail vibration profile (0.29Grms) proposed in ASTM D-4169 was approximately 50% higher than the truck vibration profile (0.54Grms). The overall vibration was 16% and 33 % lower in the longitudinal and transverse directions, respectively, compared to the ASTM truck transport vibration profile. On the other hand, the vertical vibration measurement history partially exceeded the ASTM truck transport vibration profile over the range, 4 - 15Hz, and over 60Hz. The vibration measurement history of the cargo train was similar to that of the road. The longitudinal and lateral vibration history was lower than the ASTM D-4169 rail vibration profile, while the vertical history was over 30Hz.