• 한국항해항만학회지
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• 제46권6호
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• pp.576-584
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• 2022

기존 해상 교통안전을 위한 기반 정보는 AIS 시스템을 사용하여 왔으나, IMO의 e-Navigation 도입이 제기된 이후 LTE 통신을 활용한 초고속 해상무선통신시스템(LTE-Maritime, LTE-M)이 세계 최초로 대한민국에 구축되었다. 본 논문에서는 AIS와 LTE-Maritime을 사용하여 수집된 항적 데이터를 비교 분석하고, 두 가지 종류의 항적 데이터를 기반으로 해상 안전사고 예방에 활용될 수 있는 항적 예측을 수행하였다. AIS 대비 LTE-Maritime의 데이터 수집 간격이 조밀하고 균일하여 항적 예측 오차가 작은 것을 확인하였다. LTE-Maritime에서 수집된 데이터의 경우 데이터 송·수신 시간 간격은 AIS 대비 항적 예측 오차에 대한 영향이 약 17% 적은 것을 발견하였다. 본 연구는 AIS와 LTE-Maritime의 항적 데이터와 그 활용을 정량적으로 비교한 최초의 연구라는 점에서 의미가 있다.

• Geomechanics and Engineering
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• 제36권6호
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• pp.575-587
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• 2024

The contact pressure between the surrounding rock and the support is an important indicator of the surrounding rock pressure. There has been a bottleneck in the prediction of contact loads between surrounding rock and primary support in deep-buried mountain tunnels. The main reason is that a reliable method wasn't existed to quantify the contact loads. This study had been taken into account the flexible support role of the primary support, and the fitting curve of surrounding rock deformation for dynamic tunnel construction was proposed. New formulas for the calculation of contact loads between surrounding rock and primary support were obtained by inversion. Comparative analysis of the calculation results with numerical simulation verified the reliability of the calculation method in this study. It can be seen from the analyses that the contact load between surrounding rock and primary support increases, remains unchanged and decreases during acceleration, uniform velocity and deceleration, respectively, and the deformation of the surrounding rock in the acceleration and deceleration stages cannot completely converted into contact loads. The contact loads between surrounding rock and primary support of medium-strength and weak surrounding rock tunnels are generally within 150 kPa and 1 MPa, respectively. For tunnels with weak surrounding rock, advanced support can be installed to reduce the unique release coefficient λ₀ and the value of the constant D, with the purpose of reducing the contact loads between surrounding rock and primary support. Changes in support parameters have a small effect on the contact loads between surrounding rock and primary support, but increase or decrease the safety factor, resulting in a waste of resources or a situation that threatens the safety of the support. The results of this research provide guidance for the prediction of contact loads between surrounding rock and primary support for dynamic tunnel construction.

• Structural Monitoring and Maintenance
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• 제9권4호
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• pp.323-336
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• 2022

Steel truss bridge is one of the most widely used bridge types in Indonesia. Out of all Indonesia's national roads, the number of steel truss bridges reaches 12% of the total 17,160 bridges. The application of steel truss bridges is relatively high considering this type of bridge provides advantages in the standardization of design and fabrication of structural elements for typical bridge spans, as well as ease of mobilization. Directorate of Road and Bridge Engineering, Ministry of Works and Housing, has issued a standard design for steel truss bridges commonly used in Indonesia, which is designed against the design load in SNI 1725-2016 Bridge Loading Standards. Along with the development of actual traffic load measurement technology using Bridge Weigh-in-Motion (B-WIM), traffic loading data can be utilized to evaluate the reliability of standard bridges, such as standard steel truss bridges which are commonly used in Indonesia. The result of the B-WIM measurement on the Central Java Pantura National Road, Batang - Kendal undertaken in 2018, which supports the heaviest load and traffic conditions on the national road, is used in this study. In this study, simulation of a sequences of traffic was carried out based on B-WIM data as a moving load on the Australian type Steel Truss Bridge (i.e., Rangka Baja Australia -RBA) structure model with 60 m class A span. The reliability evaluation was then carried out by calculating the reliability index or the probability of structural failure. Based on the analysis conducted in this study, it was found that the reliability index of the 60 m class Aspan for RBA bridge is 3.04 or the probability of structural failure is 1.18 × 10^-3, which describes the level of reliability of the RBA bridge structure due to the loads from B-WIM measurement in Indonesia. For this RBA Bridge 60 m span class A, it was found that the calibrated nominal live load that met the target reliability is increased by 13% than stated in the code, so the uniform distributed load will be 7.60 kN/m² and the axle line equivalent load will be 55.15 kN/m.

• 대한토목학회논문집
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• 제30권5D호
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• pp.443-451
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• 2010

본 연구는 실시간 차량정보를 이용한 안전권고속도의 산정방안에 대한 연구이다. 여기서 실시간 차량정보는 모든 차량에 ECU 수집장치를 탑재하고 끊김없는 무선 통신이 이루어짐에 따라 운전자에게 제공할 수 있는 유용한 정보이다. 이러한 실시간 차량정보를 기반으로, 도로노면정보가 실시간으로 센싱될 경우에 유용한 안전권고속도 모형을 개발하였다. 여기서, 안전권고속도는 "A단일 구간에 대한 시간적 흐름에 따른 교통환경 및 도로노면상태 변화에 따른 안전 속도"로 정의하였고, 차량간의 안전거리, 통계적 차량속도, 노면상태 정보를 기반으로 그 값을 산정하도록 모형을 개발하였다. 이후, 미시적 시뮬레이터인 VISSIM을 기반으로 교통상황(원활, 정체), 유고상황(미발생, 발생), 노면상태(건조, 습윤, 적설)에 따른 권고속도의 관계를 살펴보았다. 12가지의 시뮬레이션 시나리오의 결과로 3가지 변수와 권고속도는 유의한 관계성과 그 추세를 확인할 수 있었다. 본 안전권고속도 모형에서는 안전권고속도가 평균속도보다 높게 유지하도록 하나 유고의 발생, 노면상태의 변화에 따라 실시간으로 안전속도를 변화하도록 제시하고 있다. 이러한 연구는 향후 스마트하이웨이와 같은 도로에서 운전자들이 제공받을 수 있는 도로교통과 IT가 융합된 중요한 서비스로 기대되는 바이다.

• 전산구조공학
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• 제4권2호
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• pp.95-102
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• 1991

콘크리트 포장도로의 일부구간에서 보이고 있는 심각한 균열파괴현상은 주하중인 차량하중외에 환경요소인 온도변화의 영향으로, 콘크리트 슬래브 상, 하면의 온도차이에 따라 위, 아래방향으로 오목하게 휘면서, 기초지반과 떨어지는 슬래브의 중앙 또는 줄눈부에 차량하중이 재하되어 발생된다. 이로 인하여 콘크리트슬래브에 종적, 횡적 균열이 발생하여 Faulting, Ravelling, Spalling, Scaling..등 파괴 현상이 심화되고 있다. 따라서 본 연구에서는 유한요소법을 이용한 강성행렬과 온도변화, 건조수축등으로 인한 등가절점하중을 유도하여 전국 여러지방의 온도변화 특성에 따른 역학적 거동현상을 연구하였다.

• ETRI Journal
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• 제39권4호
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• pp.546-557
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• 2017

In a long term evolution-advanced (LTE-A) system, the traffic overload of machine type communication devices is a challenge because too many devices attempt to access a base station (BS) simultaneously in a short period of time. We discuss the challenge of the gap between the theoretical maximum throughput and the actual throughput. A gap occurs when the BS cannot change the number of preambles for a random access channel (RACH) until multiple numbers of RACHs are completed. In addition, a preamble partition approach is proposed in this paper that uses two groups of preambles to reduce this gap. A performance evaluation shows that the proposed approach increases the average throughput. For 100,000 devices in a cell, the throughput is increased by 29.7% to 114.4% and 23.0% to 91.3% with uniform and Beta-distributed arrivals of devices, respectively.

• ETRI Journal
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• 제36권3호
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• pp.367-373
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• 2014

With high bandwidth, low interference, and low power consumption, optical network-on-chip (ONoC) has emerged as a highly efficient interconnection for the future generation of multicore system on chips. In this paper, we propose a new path-setup method for ONoC to mitigate contentions, such as packets, by recycling the setup packet halfway to the destination. A new, strictly non-blocking $6{\times}6$ optical router is designed to support the new method. The simulation results show the new path-setup method increases the throughput by 52.03%, 41.94%, and 36.47% under uniform, hotspot-I, and hotspot-II traffic patterns, respectively. The end-to-end delay performance is also improved.

• 한국경영과학회지
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• 제24권2호
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• pp.31-39
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• 1999

A new approximation method for finding the steady-state probabilities of the number of customers present in queueing systems with Poisson arrivals and two servers with different deterministic service times with infinite waiting room capacity is developed. The major assumption made for the approximation is that the residual service times of the servers have mutually independent uniform distributions with densities equal to the reciprocals of the respective service times. The method reflects the heterogeneity of the servers only through the ratio of their service times, irrespective of the actual magnitudes and difference. The transition probability matrix is established and the steady-state probabilities are found for a variety of traffic intensities and ratios of the two service times; also the mean number of customers present in the system and in the queue, and server utilizations are found and tabulated. The method was validated by simulation and turned out to be very sharp.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 1999년도 하계종합학술대회 논문집
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• pp.122-125
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• 1999

In this paper, we propose a new architecture of the Banyan switch for a high speed networking and the high speed parallel computer. The proposed switching network with a remodeled architecture is a newly modified Banyan network with eight input and output pots, respectively. We have analysed the maximum throughput of the revised switch. Our analyses has shown that under the uniform random traffic load, the FIFO discipline is limited to 70％. Therefore the result of the analyses shows that the results of the networking simulation with the new switch are feasible and if we adopt such as new architecture of the revised model of the Banyan switch, the hardware complexity can be reduced. The FIFO discipline has increased about 11% when we compare the switching system with the input buffer system. We have designed and verified the new switching system in VHDL.

• 한국시뮬레이션학회논문지
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• 제8권4호
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• pp.1-8
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• 1999

This paper proposes an ATM switch architecture called Output Queued Batcher-Banyan switch (OQBBS). It consists of a Sorting Module, Expanding Module, and Output Queueing Modules. The principles of channel grouping and output queueing are used to increase the maximum throughput of an ATM switch. One distinctive feature of the OQBBS is that multiple cells can be simultaneously delivered to their desired output. The switch architecture is shown to be modular and easily expandable. The performance of the OQBBS in terms of throughput, cell delays, and cell loss rate under uniform random traffic condition is evaluated by computer simulation. The throughput and the average cell delay are close to the ideal performance behavior of a fully connected output queued crossbar switch. It is also shown that the OQBBS meets the cell loss probability requirement of $10^{-6}$.