• 한국철도학회논문집
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• 제14권6호
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• pp.545-554
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• 2011

철도교량을 주행하는 열차의 진동사용성 확보를 위해 Eurocode, 신간선기준, 호남고속철도 설계지침 등에서는 교량의 처짐과 차체연직가속도로 진동사용성 기준을 제시하고 있다. 호남고속철도 설계지침 경우 Eurocode를 인용하였기 때문에 향후 열차의 주행속도와 경간길이의 향상 및 확장에 맞추어 철도교량의 진동사용성 기준을 보완함에 있어 철도선진국들에 비해 상대적으로 뒤처질 것으로 예상된다. 따라서 고속철도교량 기술의 국외의존도를 줄이고 기술경쟁력을 확보하기 위하여 주행속도의 증가와 열차-교량 진동전달특성 등을 고려할 수 있는 철도교량의 진동사용성 허용처짐을 제시하기 위한 연구를 수행하였다. 본 논문에서는 매개변수 연구와 열차-교량 상호작용해석을 수행하여 주행속도의 증가에 따른 차체연직가속도와 교량변위의 상관관계를 파악하였으며 주행속도의 증가와 더불어 차체연직가속도가 증가하는 경향을 확인하고 가속도증폭계수를 제안하였다. 그리고 교량의 처짐형상과 진동을 정현파와 조화운동으로 가정하고 진동전달함수와 가속도증폭계수를 이용하여 고속철도교량의 진동사용성 허용처짐을 수식으로 전개하였다.

• 한국조경학회지
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• 제52권2호
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• pp.21-38
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• 2024

본 연구는 문헌 고찰을 통해 도시 열환경 개선 및 보행자 열쾌적성 증대를 위한 효율적인 가로녹지 조성방안을 제안하는 것이 목적이다. 특히, 녹지 계획 및 설계에 활용가능한 매개변수를 도출하고, 매개변수별로 열환경 완화 매커니즘을 분석한 후, 이를 바탕으로 녹지 계획 및 설계 시 활용가능한 수종선택 방법 및 녹지조성 방법을 제안하였다. 이를 위해 국내외 관련 논문 중 4단계 과정을 통해 고찰하고자 하는 61개의 논문을 선정하였으며, 선정된 논문을 분석하여 다음과 같은 주요 결과를 도출하였다. 열스트레스가 높은 종횡비 낮고 천공률이 높은 오픈된 거리협곡의 경우, 그늘의 양과 질을 높이기 위해 수관폭이 넓고, 수고가 높고, 지하고가 낮고, 엽면적 지수가 높고, 수관의 녹량이 많은 활엽수를 다열의 좁은 간격으로 다층식재하는 것이 열저감에 효과적이다. 반면 열스트레스가 비교적 적은 종횡비가 높고 천공률이 낮은 깊고 좁은 거리협곡의 경우, 거리협곡 내 환기력을 높이기 위해 수관폭이 좁고, 지하고가 높고, 수관높이가 낮고, 엽면적 지수가 낮은 활엽수를 넓은 간격으로 식재하는 것이 열저감에 효과적이다. 본 연구는 거리협곡 내 열환경 개선 및 보행자 열쾌적성 증대를 위한 가로녹지 조성의 기초자료로 활용할 수 있으며, 녹지의 위치 선정 및 우선순위 선정 시 기초자료로 활용할 수 있다. 나아가 기후변화 대응을 위한 녹지 계획 및 설계를 위한 가이드라인 작성 시 기초자료로 활용될 수 있을 것으로 기대한다.

• Wind and Structures
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• 제20권2호
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• pp.191-211
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• 2015

Several frameworks for the dynamic analysis of wind-vehicle-bridge systems were presented in the past decade to study the safety or ride comfort of road vehicles as they pass through bridges under crosswinds. The wind loads on the vehicles were generally formed based on the aerodynamic parameters of the stationary vehicles on the ground, and the wind loads for the pure bridge decks without the effects of road vehicles. And very few studies were carried out to explore the dynamic effects of the aerodynamic interference between road vehicles and bridge decks, particularly for the moving road vehicles. In this study, the aerodynamic parameters for both the moving road vehicle and the deck considering the mutually-affected aerodynamic effects are formulized firstly. And the corresponding wind loads on the road vehicle-bridge system are obtained. Then a refined analytical framework of the WVB system incorporating the resultant wind loads, a driver model, and the road roughness in plane to fully consider the lateral motion of the road vehicle under crosswinds is proposed. It is shown that obvious lateral and yaw motions of the road vehicle occur. For the selected single road vehicle passing a long span bridge, slight effects are caused by the aerodynamic interference between the moving vehicle and deck on the dynamic responses of the system.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1149-1155
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• 2007

The transition area between a bridge and an earthwork is one of the weakest area of track because of the track geometry deterioration caused unequal settlement of backfill of abutment. In case of a ballastless track, the approach slab is installed to prevent the phenomenon. But, if there is occurred the inclined displacement on the approach slab by a settlement of the foundation or formation, the track is also under the inclined displacement. And this defect causes reducing the running stability of a vehicle, the riding comfort of passengers, and the deteriorations of track by excessive impact subjected to the track. In this study, parametric studies were performed to know what is the allowable displacement limit on the approach slab to avoid such a bad effect. The length and amount of unequal settlement of the approach slab was adopted as parameter for numerical analysis. And car body accelerations, variations of wheel force and rail stress and uplift force induced on a fastener clip are investigated. From the result, resonable settlement limits of an approach slab according to slab length was suggested.

• Geomechanics and Engineering
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• 제14권1호
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• pp.91-98
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• 2018

Length of a vehicle is an important variation to generate different variants of an automotive platform. This parameter is usually adjusted by embedding dimensional flexibility into different components of the Body in White (BIW) including the floor pan. Due to future uncertainties, it is not necessarily possible to define certain values of wheelbase for the future products of a platform. This work is performed to add flexibility into the design process of a length-variable floor pan. By means of this analysis, the cost and time consuming process of optimization is not necessary to be performed for designing the different variants of a product family. Stiffness and mass of the floor pan are two important functional requirements of this component which directly affect the occupant comfort, dynamic characteristics, fuel economy and environmental protection of the vehicle. A combination of Genetic algorithm, GMDH-type of artificial neural networks and TOPSIS methods is used to optimally design the floor pan associated with arbitrary length of the variant in the defined system range. The correlation between the optimal results shows that for a constant mass of the floor pan, the first natural frequency decreases by increasing the length of this component.

• KIEAE Journal
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• 제17권3호
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• pp.99-106
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• 2017

Purpose: Most modern office buildings adopt the curtain wall system in order to provide occupants with the sense of openness and high-technology, which requires large window area. As a result, the amount of solar radiation increases, negatively affecting cooling load during the summer and increasing energy costs. However, the performance of window itself is not sufficiently controllable parameter to control thermal comfort and solar radiation. Therefore, a shading device such as venetian blind is required to control them and thus a variety of studies have been performed thus far. So, the purpose of this study is to improve the performance of blind through the development of blind control algorithm. Method: Among various input variables for the control of venetian blinds, the vertical solar radiation has been selected in this study as the primary input variable and the optimal control algorithm for venetian blinds were developed for each window orientation. Result: The developed optimal control algorithm has a positive effect on building energy savings.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권4호
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• pp.1171-1187
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• 2012

A depth adjustment method for visual fatigue reduction for depth-image-based rendering (DIBR) system is proposed. One important aspect of the method is that no calibration parameters are needed for adjustment. By analyzing 3D image warping, the perceived depth is expressed as a function of three adjustable parameters: virtual view number, scale factor and depth value of zero parallax setting (ZPS) plane. Adjusting these three parameters according to the proposed parameter modification algorithm when performing 3D image warping can effectively change the perceived depth of stereo pairs generated in DIBR system. As the depth adjustment is performed in simple 3D image warping equations, the proposed method is facilitative for hardware implementation. Experimental results show that the proposed depth adjustment method provides an improvement in visual comfort of stereo pairs as well as generating comfortable stereoscopic images with different perceived depths that people desire.

• 대한산업공학회지
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• 제39권3호
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• pp.192-197
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• 2013

In this study, it is investigated the relationship between sitting discomfort and major design variables of lumber support, such as prominence, height and width through volunteer tests. Korean $50^{th}$ percentile males and American $50^{th}$ percentile males are recruited among 36 to 45 years old peoples who have driving experiences and have no back pain during the past 12 months. Subject ratings are asked by changing design variables randomly. Body pressure and lumber position changes are also measured as object measures. And correlation among subject ratings, object measures and three design variables are analyzed using statistical analysis. As a result, it is revealed that prominence is the most dominant factor that correlates to the discomfort strongly for both-Koreans and Americans and contribution of other two variables are very low.

• 한국안전학회지
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• 제29권1호
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• pp.1-6
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• 2014

With increasing number of citizen using subway stations everyday, safety, health and comfort of passengers and occupants became an important social issue. Considering the fact that various physical variables and pollutants are related to indoor air quality (IAQ) which may cause health problem, IAQ need to be closely monitored and controlled in multiple locations in subway stations. This study is a continuation of the previous studies and delay induced in wireless-wired network is experimentally evaluated and the risk involved is assessed. In doing that, a key parameter is identified to be the network delay in different network media. Application of information-theoretic measure to assess the risk in network delay is then discussed. The idea is based on the general principles of engineering design and their applications to quantification of uncertainty in network delay. Experimental results show that more risk is involved in wireless data communication. Efficient and fast conversion of transmission data in both LonWorks/IP server and ZL converter is also noted.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.117-124
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• 2008

Construction of concrete slab track is trending to increase gradually in national and international for reduction in track maintenance cost and secure of ride comfort. However, in case of railway bridge installed concrete slab track, the serviceability review of end deck should be performed for reducing the maintenance cost of track. The serviceability review of track contains that the compression force which is occurred on fastener of end bridge should be smaller than the compression force causing the deformation limit of elastic pad and the uplift force which is occurred on fastener of end abutment should be smaller than initial fastening force. Therefore, this study calculated the deflection and end rotation of the railway bridge according to the span length and stiffness of railway bridge and estimated the compression force and uplift force which are occurred on the track of end bridge using the finite element method. This study indicated the several diagrams that are contained the correlation between the behaviour of the track and the behaviour of the railway bridge. As a result, to reduce the end rotation of the railway bridge is very efficient to increase the height of railway deck.