• Title/Summary/Keyword: Capacity Design

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Bearing Capacity of Geogrid-Reinforced Railroad Ballast (지오그리드로 보강된 철도노반 쇄석기층의 지지력에 관한 연구)

  • 신은철;김두환;이규진;이상조
    • Proceedings of the KSR Conference
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    • 1999.05a
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    • pp.367-374
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    • 1999
  • The selection of geogrid types for the use of reinforced rail roadbed is important in the design of railways. Also, the problem of the construction damage on the geogrid during construction is raised by the field engineers. Therefore, laboratory model tests were peformed to investigate the efficiency of the bearing capacity and construction damage. As a result, it was found that the bearing capacity of the rigid geogrid reinforced railroad ballast shows 1.54 times higher than that of the flexible geogrid reinforced case. In addition, there were no noticeable damage during construction.

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Ultimate Resisting Capacity of Slender RC Columns (철근콘크리트 장주의 극한저항력)

  • 곽효경;김진국
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2001.04a
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    • pp.275-282
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    • 2001
  • In this paper, nonlinear analyses of RC (Reinforced Concrete) columns are conducted, and an improved criterion to estimate the design load carrying capacity of slender RC columns is proposed. To simulate the material nonlinearty including the cracking of concrete, the layer model is adopted, and the initial stress matrix is considered for the simulation of P- effect. After correlation studies with previous numerical results to verify the efficiency of the developed numerical model, many parameter studies are followed, and a regression formula which can give more exact resisting capacity of slender RC columns is introduced on the basis of the obtained numerical results.

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Capacity Assignment and Routing for Interactive Multimedia Service Networks

  • Lim, Byung-Ha;Park, June-Sung
    • Journal of Communications and Networks
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    • v.12 no.3
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    • pp.246-252
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    • 2010
  • A binary linear integer program is formulated for the problem of expanding the capacity of a fiber optic network and routing the traffic to deliver new interactive multimedia services. A two-phase Lagrangian dual search procedure and a Lagrangian heuristic are developed. Computational results show superior performance of the two-phase subgradient optimization compared with the conventional one-phase approach.

Estimation of Bearing Capacity for Open-ended Pile in Sands Considering Soil Plugging (II) - Applicability of New Design Equation - (사질토지반에서 폐색효과를 고려한 개단말뚝의 지지력 산정 (II) - 새로운 지지력 산정식의 적용성 -)

  • 백규호
    • Journal of the Korean Geotechnical Society
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    • v.18 no.4
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    • pp.199-206
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    • 2002
  • The bearing capacity of open-ended piles is affected by the degree of soil plugging, which is quantified by the incremental filling ratio, IFR. However, most design criteria for open-ended piles do not consider the variation of pile bearing capacity with IFR. In this study, new design equations for calculating the pile base and shaft load capacities, based on IFR value of the pile, were proposed using the results of model pile tests. A full-scale pile load test was also conducted on fully instrumented open-ended pile driven into gravelly sand. The IFR for the pile was continuously measured during pile driving. In order to check the accuracy of predictions made with the proposed equations, the equations were applied to two examples, including the pile load test preformed in this study. Based on the comparisons with the pile load tests results, the proposed equations appear to produce satisfactory predictions.

Optimal Route Location using Possible Traffic Capacity and Virtual Running and Application at Road Design in the City Centre (도심지 도로설계에서 가능교통량과 가상 주행을 통한 최적노선선정)

  • Choi, Hyun;Song, Suck-Jin;Kang, In-Joon
    • Journal of Korean Society for Geospatial Information Science
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    • v.13 no.4 s.34
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    • pp.39-46
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    • 2005
  • This paper use virtual running after possible traffic capacity application for optimal route location. General road is designed the design after we examine an alternate adequacy investigation and an execution design sufficiently. Various road user's requirement must be reflected from the beginning. But it is difficult to contain the various suitable design criteria because we consider the existing 2-dimension element. First of all, this study chose optimal route, used traffic assignment and 3D simulation. Then selected optimal route through the consistent road construction by analyzing road driving simulation of 3-dimension data and the urban landscape. possible traffic capacity and virtual running will be able to do the urban landscape analysis harmonizing with the environment; equally, it could be objectively solve the problem of a civil appeal.

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Analysis of Flood Control Capacity of Agricultural Reservoir Based on SSP Climate Change Scenario (SSP 기후변화 시나리오에 따른 농업용 저수지 홍수조절능력 분석)

  • Kim, Jihye;Kwak, Jihye;Hwang, Soonho;Jun, Sang Min;Lee, Sunghack;Lee, Jae Nam;Kang, Moon Seong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.63 no.5
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    • pp.49-62
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    • 2021
  • The objective of this study was to evaluate the flood control capacity of the agricultural reservoir based on state-of-the-art climate change scenario - SSP (Shared Socioeconomic Pathways). 18 agricultural reservoirs were selected as the study sites, and future rainfall data based on SSP scenario provided by CMIP6 (Coupled Model Intercomparison Project 6) was applied to analyze the impact of climate change. The frequency analysis module, the rainfall-runoff module, the reservoir operation module, and their linkage system were built and applied to simulate probable rainfall, maximum inflow, maximum outflow, and maximum water level of the reservoirs. And the maximum values were compared with the design values, such as design flood of reservoirs, design flood of direct downstream, and top of dam elevation, respectively. According to whether or not the maximum values exceed each design value, cases were divided into eight categories; I-O-H, I-O, I-H, I, O-H, O, H, X. Probable rainfall (200-yr frequency, 12-h duration) for observed data (1973~2020) was a maximum of 445.2 mm and increased to 619.1~1,359.7 mm in the future (2011~2100). For the present, 61.1% of the reservoirs corresponded to I-O, which means the reservoirs have sufficient capacity to discharge large inflow; however, there is a risk of overflowing downstream due to excessive outflow. For the future, six reservoirs (Idong, Baekgok, Yedang, Tapjung, Naju, Jangsung) were changed from I-O to I-O-H, which means inflow increases beyond the discharge capacity due to climate change, and there is a risk of collapse due to dam overflow.

Applicability of Huff Model & ABM Method for Discharge Capacity of Sewer Pipe (하수관거 통수능 해석을 위한 Huff 모형과 ABM 법의 적용성 분석)

  • Hyun, Inhwan;Jeon, SeungHui;Kim, Dooil
    • Journal of Korean Society of Water and Wastewater
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    • v.36 no.4
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    • pp.229-237
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    • 2022
  • The sewer capacity design have been based on the Huff model or the rational equation in South Korea and often failed to determine optimal capacity, resulting in frequent urban flooding or over-sizing. A time distribution of rainfall (i.e., Huff or ABM method) could be used instead of a rainfall hyetograph obtained from statistical analysis of previous rainfalls. In this study, the Huff method and the ABM method, which predict the time distribution of rain intensity, which are widely used to calculate sewage pipe drainage capacity using the SWMM, were compared with the standard rainfall intensity hyetograph of Seoul. If the rainfall duration was 30 minutes to 180 minutes, the rainfall intensity value calculated by the Huff model tended to be less than the rainfall intensity value of the standard rainfall intensity in the initial 5-10 minutes. As a result, more than 10% to 30% of under-design would be made. In addition, the rainfall intensity value calculated by the Huff model from the section excluding the initial 5-10 minutes of rainfall to the rainfall duration was calculated larger than the value using the standard rainfall intensity equation, which would result in an over-design of 10% to 30%. In the case of a relatively long rainfall duration of 360 minutes (6 hours) to 1,440 minutes (24 hours), it showed an lower rainfall intensity of 60 to 90% in the early stages of rainfall, but the problem of under-design had been solved as the rainfall duration time had elapsed. On the other hand, in the alternating block method (ABM) method, it was found that the rainfall intensity at the entire period at each assumed rainfall duration accurately matched the standard rainfall intensity hyetograph of Seoul.

Development of Optimal Design Simulation Model for Least Cost Urban Sewer System Considering Risk (II) (위험도를 고려한 최소비용 도시우수관망 설계의 최적화 모형개발 (II): 위험도를 고려한 최적화 모형)

  • Park, Sang-Woo;Jang, Suk-Hwan
    • Journal of Korea Water Resources Association
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    • v.38 no.12 s.161
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    • pp.1029-1037
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    • 2005
  • Urban Storm Sewer Optimal Design Model(USSOD) was developed to compute pipe capacity, pipe slope, crown elevation, excavation depth, risk and return cost in the condition of design discharge. Rational formula is adopted for design discharge and Manning's formula is used for pipe capacity. Discrete differential dynamic programming(DDDP) technique which is a kind of dynamic programming (DP) is used for optimization and first order second moment approximation method and uncertainty analysis is also for developing model. USSOD is applied to hypothetical drainage basin to test and verify. After testing the model, it is also applied to Ulsan drainage basin which was developed by Korea Land Cooperation(KOLAND). Comparing the design results of USSOD with those of KOLAND, discharge capacity 0.35 $m^3/sec$, the crown elevation is 0.77m higher and return cost is $9\%$ less than design results of KOLAND, which verify the improvement of USSOD. Layout design model using GIS and optimization including detention or retention effect are needed in the future study.

The Effect of Employee's Entrepreneurship Level (Capacity, Attitude, CEO Support) on Entrepreneurial Culture, Structure and Operation Systems of Corporate: Focused on Design Corporate in Korea (조직 구성원의 기업가정신 수준(역량, 태도, CEO 지원)이 기업의 기업가적 문화와 구조, 운영체계에 미치는 영향: 국내 디자인기업을 중심으로)

  • Kim, Sun Joo;Choi, Seung Wook
    • Asia-Pacific Journal of Business Venturing and Entrepreneurship
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    • v.11 no.4
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    • pp.103-116
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    • 2016
  • In uncertain future and the rapidly changing environment, it is necessary for companies to do innovative management activity. With business strategy that creates value and vision, The major industrialized countries ensure development of venture & start-up business and business competition by creating various added value through design. Thereby, Companies use design to increase enterprise value, a lots of interests and supports are focused in design industry which pioneer new market with new product and services. Therefore, Companies need more innovative and creative activities, and leads creative companies through developing entrepreneurship. Now, Companies should improve successful entrepreneurship, developing effective process in the organizational level beyond individual level. This research conducts empirical analysis from the individual and organizational perspective of corporate entrepreneurship. This study of design corporate 351 employees in design corporate is surveyed. This research finding is that design corporate employees' entrepreneurial capacity, entrepreneurial attitude and CEO support have meaningful effects on culture and structure. However, The analysis result indicates that this employees' entrepreneurial capacity, entrepreneurial attitude and CEO support have no effects on operation systems, so it is necessary to build the operation systems for activation of corporate entrepreneurship. This study puts emphasis on the needs to raise the level of corporate entrepreneurship and requires ways to improve entrepreneurship for sustainable growth. Also, This study suggests practical implications that it is important to systematic operation systems to actively utilize infrastructure, so it occurs in employees' entrepreneurship not only on the individual level, but also on the organizational level.

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