• Title/Summary/Keyword: connecting

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Load Transfer Mechanism of a Hybrid Beam-Column Connection System with Structural Tees

  • Kim, Sang-Sik;Choi, Kwang-Ho
    • International Journal of Concrete Structures and Materials
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    • v.18 no.3E
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    • pp.199-205
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    • 2006
  • The composite frame system with reinforced concrete column and steel beam can be improved in its structural efficiency by complementing the shortcomings of the two systems. The system, however, has many inherent problems in practical design and construction process due to the dissimilarities of the materials. Considering these circumstance, this research aims for the development of a composite structural system which connects the steel beams to the R/C columns with higher structural safety and economy. Basically, the proposed connection system is composed of four split tees, structural angles reinforced by a stiffener, high strength steel rods, connecting plates and shear plates. Structural tests have been carried out to investigate the moment transfer mechanism 1Tom the beam flange to steel rods or connecting plates through the structural angle reinforced by a stiffener. The four prototype specimens have been tested until the flange of the beam reached a plastic state. The test results indicated that no distinct material dissimilarities between concrete and steel have been detected for the proposed hybrid beam-column connection system and that the stress transfer through the structural angle between the beam flange and steel rods or connecting plates was very encouraging.

A Study on Connecting the Tourism Industry with Local Indigenous Industries - Focused on Tendou City in Japan - (지방고유산업과 관광사업의 연계방안 모색에 관한 고찰 - 일본 텐도우(天童)시를 중심으로 -)

  • Bae, Jung-Nam
    • Journal of Environmental Science International
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    • v.25 no.9
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    • pp.1299-1309
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    • 2016
  • In order to vitalize the local area of Tendou City in Japan, this study chose a local indigenous industry and sought ways to connect the tourism industry with it. An inventory of local indigenous industry was assembled using relevant literature, field surveys, and interviews with local people. The Japanese chess industry was selected for a case study in connecting tourism with industry. Local indigenous industry was defined as an industry related to the local culture that uses local resources (and thus introduces possible industrialization). This industry can be easily marketed is to the rest of Japan or abroad. People in charge of local indigenous industry should understand the meaning and effects of connecting to the tourism industry, while people in tourism should acknowledge that local industry is good marketing material. Three steps are suggested: 1) to display the industrialy process of Japanese chess production: to tourism in safe and comfortable surroundings; 2) to offer amenities and producetion facility tuors; and 3) to offer tourists an opportunity to experience Japanese chess productions first hands.

The Design Guideline of the Buses as the Transportation Means to the KTX of Small/Medium Cities (중소도시 KTX와 연계교통수단으로서의 버스 디자인 가이드라인)

  • Choi, Chul-Joo
    • Journal of the Korean Society for Railway
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    • v.14 no.5
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    • pp.461-469
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    • 2011
  • Considering the traffic condition of railroad 'KTX' links to lack of service's punctuality in nation's small/ medium cities, design guidelines with practical railroad transportation policies in terms of convenient railroadbus connection and improving comfortable ride is suggested. Following the guideline and policies, operational requirements of current railroad-bus connection system, the system's design consideration, and transportation policies and laws in relation to the bus operating companies should be analyzed to decide the practicality of the railroad-bus connecting infrastructure. Also, in order to achieve practical railroad-bus connection, connecting buses' design guideline is combined with suggested optimization method of the practicality transportation system. Lastly, the design guideline of buses as 'links,' and railroad transportation policies concerning the operation of connecting bus system for nation's small/medium cities are suggested.

Connecting Value and Costs

  • Eddy David M.
    • 대한예방의학회:학술대회논문집
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    • 1994.02b
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    • pp.84-86
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    • 1994
  • AS A SOCIETY, we are in conflict with ourselves about the cost of health care. 1 On one hand, we want the best care possible, regardless of cost. On the other hand, we are not willing to pay the cost of the care we want. Our conflict parallels a flaw in the medical marketplace. An essential condition for achieving an equilibrium between cost and value is that the two must be connected through decisions. When people decide what products and services (goods) they want, they must not only see the value they will receive, but they mast also be responsible for the costs. Because of a variety of features of the medical marketplace-most notably third-party coverage, third-party advice, and uncertainty about outcomes-the required connection between value and cost is severed. The result is what we see. One side of our collective mind demands more services while the other side cries that costs are too high. Resolving our conflict will require connecting value to cost. An essential step in accomplishing this will be to incorporate costs in practice policies. 1 As controversial as that thought might seem (the great majority of practice policies currently do not take costs into account except in the most rudimentary way), arriving at the conclusion is the easy part. A more difficult issue is how to implement the goal of connecting value to cost. Suppose we agree that, in principle, costs should be considered when practice policies are designed, and that an activity should be recommended and covered only if its health outcomes (benefits minus hanns) are deemed to be worth its costs. The next questions are, Who should do the deeming? What should the deemers be asked?

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Forced Convective Boiling of Refrigerant-Oil Mixtures in a Bundle of Enhanced Tubes Having Pores and Connecting Gaps

  • Park, Ji-Hoon;Kim, Nae-Hyun;Kim, Do-Young;Byun, Ho-Won;Choi, Yong-Min;Kim, Soo-Hwan
    • International Journal of Air-Conditioning and Refrigeration
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    • v.17 no.3
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    • pp.81-87
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    • 2009
  • The effect of oil on convective boiling of R-123 in an enhanced tube bundle is experimentally investigated at $26.7^{\circ}C$ saturation temperature. The enhanced tube had pores (0.23 mm diameter) and connecting gaps (0.07 mm width), which had been optimized using pure R-123. The effects of oil concentration (0 to 5%), heat flux (10 to $40\;kW/m^2$), mass velocity (8 to $26\;kg/m2^s$) and vapor quality are investigated. The oil significantly reduces the bundle boiling heat transfer coefficient. With 1% oil, the reduction is approximately 35%. Further addition of oil further reduces the heat transfer coefficient. The data are also compared with the pool boiling counterpart. The reduction in the heat transfer coefficient is smaller in a bundle (convective boiling) than in a pool (single-tube pool boiling), with larger difference at a smaller heat flux. Similar to pure R-123 case, the effects of mass velocity and vapor quality are negligible for the convective boiling of R-123/oil mixture.

Shear Behaviour of Precast Concrete Modular Beam Using Connecting Plate (연결 플레이트를 사용한 프리캐스트 콘크리트 모듈러 보의 전단성능)

  • Cho, Chang Geun;Ro, Kyong Min;Lee, Young Hak
    • Journal of Korean Association for Spatial Structures
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    • v.21 no.4
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    • pp.65-72
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    • 2021
  • The Precast concrete(PC) modular structures are a method of assembling pre-fabricated unit modules in the construction site. The essential aim of modular structures is to introduce a connection method that can ensure splicing performance and effectively resist shear strength. This study proposed PC module using a connecting plate that can replace splice sleeves and shear keys used in the conventional PC modular structures. To evaluate the splicing performance and shear capacity of the proposed method, the shear test was conducted by fabricating one monolithic reinforced concrete(RC) beam and two PC modular beams with a shear span-to-depth ratio as variables. The experimental results showed that the shear capacity of the PC modular beam was about 89% compared to that of the RC beam, and showed a failure of the RC beam according to the shear span-to-depth ratio. Therefore, it was considered that the connecting plate effectively transferred the stress between each PC module through the joint and ensure integrity. In addition, the applicability of shear strength equation of ACI 318-19 and Zsutty's equation to PC modular beams were evaluated. Results demonstrated that the improved shear strength equations are needed to consider reduction of shear strength in PC modules.

Parametric Study of Asymmetric Base-Isolation Coupling Control System for Vibration Control of Adjacent Twin Buildings (쌍둥이 인접구조물의 진동 제어를 위한 비대칭 지진격리 연결 제어시스템의 매개변수연구)

  • Kim, David;Park, Wonsuk;Ok, Seung-Yong
    • Journal of the Korean Society of Safety
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    • v.37 no.3
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    • pp.45-51
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    • 2022
  • This paper focuses on a recently proposed asymmetric base-isolation coupling control system (ABiCS) for the vibration control of adjacent twin buildings. The ABiCS consists of inter-story diagonal dampers, a connecting damper between the two buildings, and a seismic isolation device at the base floor of one building. To investigate the control characteristics of ABiCS, a parametric study was performed by numerically simulating the 20-story twin buildings. In the parametric study, the control capacities of the inter-story diagonal dampers, connecting damper, and seismic isolation device were considered as varying parameters. The parametric study results indicate that the connecting damper between the two buildings reduces the responses of both buildings only at optimal or near-optimal capacity. In addition, adjusting the stiffness of the base isolation is found to be the most effective method for improving seismic performance and achieving cost-effectiveness. Accordingly, we presented a scenario-based performance improvement approach in which reducing the stiffness of the base isolation device could be an effective technique to improve the seismic performance of both buildings. However, note that checking the maximum allowable displacement of the base isolation device is essential.

Evaluation of vibration characteristics according to changes in the fixing conditions of the electrical cabinet in power plants under an earthquake

  • Lee, Sang-Moon;Jeon, Bub-Gyu;Jung, Woo-Young
    • Earthquakes and Structures
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    • v.23 no.3
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    • pp.245-257
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    • 2022
  • This study is a basic study on the seismic reinforcement method of anchors of fixed parts in order to reduce the effect of seismic motion that affects the facilities in the event of an earthquake. By applying the test method of ICC ES AC 156, a seismic simulation experiment was performed on the vibration table with three axes simultaneously using the number of connecting bolts between cabinets and channels as a parameter. In addition, the reliability of the experiment was verified using numerical analysis, and the part about the dynamic characteristics that could not be performed according to the experimental limit was investigated through numerical analysis. As a result of the experiment, it was confirmed that the natural frequency of the main body was increased due to the increase in the number of connecting bolts between the cabinet-channel. Accordingly, it was judged that the rigidity of the lower part of the cabinet was increased due to seismic reinforcement. It was analyzed that the impact delivered to the body was effectively reduced. In the future, if the reinforcement of the connection parts mentioned in this study is added to the existing seismic reinforcement of the electrical cabinets, it is expected that the damage to the electrical cabinets of the power plant equipment caused by an earthquake will be effectively reduced.

Failure Analysis by Fracture Study of Connecting Rod Bolts in Diesel Engine for Military Tracked Vehicles (군용 궤도차량 디젤엔진의 커넥팅 로드 볼트 파손 검토를 통한 고장원인분석)

  • Oh, Dae San;Kim, Ji Hoon;Seo, Suk Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.7
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    • pp.191-200
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    • 2020
  • Tracked military vehicles are operated under harsher conditions and climates than ordinary vehicles, and the components require high degrees of reliability and durability. A diesel engine is the main power generator, and when the vehicle breaks down, there is a high possibility of causing a large-scale accident. Therefore, analyzing the cause of engine failure can be important for preventing similar cases that may occur. In this study, we clarified the mechanism of engine failure according to an overhaul test, hardness measurement, and an analysis of the fracture surface. The overhaul test confirmed that a bolt was separated from the connecting rod (number 4). In addition, the hardness measurement results of the connecting rod bolt conformed to the standard, and it was found that the bolt fracture was ductile fracture through an analysis of the fracture surface. Based on the results, it was concluded that damage to a diesel engine of a tracked military vehicle was caused by separating and damage caused by loosening of the connecting rod bolts, resulting in cascading damage. The results of the study could be used as reference examples and could be useful for another study on engine failure analysis.

Development of Intermodal Connectivity Index for High-Speed Rail (고속철도와 연계교통수단간 연계성 지표 개발)

  • Kim, Byung-Kwan;Ha, Oh-Keun;Shin, Hyun-Ju;Kim, Hyoun-Ku;Wang, Yeon-Dae
    • Journal of the Korean Society for Railway
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    • v.17 no.1
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    • pp.59-69
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    • 2014
  • Recently, the building of an intermodal transportation system has become the most important policy in the establishment of a national-wide sustainable transport system. In the case of rail and public transport, an intermodal connecting improvement policy is essential due to the lack of trip completeness. In particular, high-speed rail has brought dramatic changes to the transportation system in Korea and the idea of high-speed rail stations as major transportation nodes to be linked to various travel modes needs to be analyzed in terms of an intermodal network. Thus, this study proposes a new connectivity analysis method to objectively and quantitatively evaluate intermodal connecting performance for high-speed rail in terms of an intermodal network around high-speed rail stations. Seoul, Busan, Ulsan, and Sin-gyeongju stations were designated for a range of spatial analyses; detailed connecting performance indexes of travel modes connecting high-speed rail stations, and the influence sphere of these stations are analyzed, except for internal transfer facilities. Finally, this study proposes a connectivity analysis method that applies the structural equation model and develops a connectivity index.