• 한국터널지하공간학회 논문집
• /
• 제21권6호
• /
• pp.887-895
• /
• 2019

인구 초과밀화 현상이 심해지고 있는 국내 수도권 및 대도시에서 발생되고 있는 교통문제 해결을 위해 지하도로 개발 사업이 늘어나고 있으며, 시공성과 경제성의 이점을 가지는 복층터널 기술을 적용하여 다수의 지하도로를 계획하고 있는 추세이다. 복층터널은 하나의 굴착단면을 두 개로 나눠 상하행선으로 사용하는 방식으로 대부분 층고가 낮아 소형차량 전용도로로 사용되고 있는 실정이다. 또한, 이러한 소단면 특성으로 인해 환기 및 방재 측면에서도 일반 도로터널과 상이한 특성을 가지게 된다. 본 연구에서는 복층터널과 같이 층고가 낮은 소단면 터널에 반횡류식 환기방식의 하나인 대배기구 방식을 적용한 운영안을 제시하고 FDS 시뮬레이션을 통해 화재발생 위치와 대배기구 배연 방식 등에 따른 배연 특성을 비교하여 분석하였다. 그 결과 균일배기와 달리 대배기구를 이용하여 집중배연시 연기의 확산지연 효과가 최대화 되고 연기가 화재지점 상하류 50 m안에 제한시킬 수 있었다.

• 한국강구조학회 논문집
• /
• 제28권4호
• /
• pp.243-251
• /
• 2016

두께가 얇아짐에 따라 강바닥판은 윤하중의 작용으로 국부적으로 매우 큰 변형이 발생하고, 이것은 교면포장에 종방향으로 구조적인 균열을 야기 시킬 수 있다. 이 연구에서는 강바닥판의 윤하중 국부해석을 위하여 가로보의 휨 및 비틀림강성을 엄밀히 고려할 수 있는 평면쉘 스트립요소, 프리즘요소, 그리고 이 두요소를 연결하는 링크요소로 구성된 개선된 유한대판법을 제시하고자 한다. 이 방법의 효용성을 검증하기 위하여, 강판 플레이트 거더교의 일부를 해석예제로 선택하여 연직처짐 및 교축직각방향 변형율 결과를 쉘요소, 솔리드요소, 그리고 코히시브요소를 이용한 ABAQUS 해석결과와 비교, 검토하였다.

• Steel and Composite Structures
• /
• 제9권4호
• /
• pp.349-366
• /
• 2009

The composite slim beam has become popular throughout Europe in recent years and has also been used on some projects in China. With its steel section encased in a concrete slab, the steel-concrete composite slim beam can provide the floor construction with minimum depth and high fire resistance. However, the design method of the T-shape steel-concrete composite beam is no longer applicable to the composite slim beam with deep deck for its special construction, of which the present design models are not available but mainly depend on experiences. The elevation of the flexural stiffness and bending capacity of composite slim beams with deep deck is rather complicated, because the influences of many factors should be taken into account, such as the variable section dimensions, development of cracks and non-linear characteristics of concrete, etc. In this paper, experimental investigations have been conducted into the flexural behavior of two specimens of simply supported composite slim beam with deep deck. The emphases were laid on the bonding force on the interface between steel beam and concrete, the stress distribution of beam section, the flexural stiffness and bending capacity of the composite beams. Based on the experimental results, the reduction factor of equivalent stress distribution in concrete flange is suggested, and the calculation method of flexural stiffness and bending capacity of simply supported slim beams are proposed.

• 설비공학논문집
• /
• 제29권6호
• /
• pp.289-296
• /
• 2017

This study aimed to analyze the deck floor heating system of an outdoor swimming pool in terms of the thermal capacity/output and the surface temperature distribution based on the outdoor temperature, to design for anti-freezing during winter. Through the transient heat transfer simulation with PHYSIBEL and theoretical equations, the surface temperature distribution of the floor heating system at two outdoor conditions in Jeju, were calculated and evaluated. The results indicate that the specific thermal output required for maintaining $4^{\circ}C$ surface temperature at the design outdoor temperature of $0.1^{\circ}C$, was about $90W/m^2$. This performance analysis can be applied for future design criteria, including optimizations of system capacity and size.

• 한국기계연구소 소보
• /
• 통권16호
• /
• pp.127-136
• /
• 1986

Recently deck crane of multi purpose cargo vessel (MPCV) is designed to posi¬tion in side instead of in the center line of the upper deck with a view to reduce the transportation cost and shipbuilding cost by shortening the length of ship. In this paper, the crane post was at first designed according to the crane maker’s specification and parent ship and the structure is analysed with Finite Ele¬ment Method. Through the careful reviews on the result of analysis, the final design of crane post was modified. The crane post is designed as a cylindrical in upper part and hexagonal in lower part instead of cylindrical on the whole as before. The connecting part of crane post is designed with the form of mixture of the cylinderical and hexagonal. Since the center of cylindrical and hexagonal section are not on the same line, it is expected to have the stress concentration. So, in order to attenuate the concentrated stress on the connecting part, the upper and lower parts was stiffened by inserting plate to enlarge the area of welding. The structure of deck part includes the tank side floor which is depend on the lower structure of the crane post that would support the force of the crane post by placing with 1.5 frame interval of the vertical plate.

• 한국공간구조학회논문집
• /
• 제21권3호
• /
• pp.77-84
• /
• 2021

In this study, In order to apply the U-flanged truss hybrid beam to the actual construction site, the structural design of the basic module of the middle and low-rise neighborhood living facilities was performed according to the Korea Design Standard, and the construction cost and construction period were compared with the traditional reinforced concrete structure system. As a result of analyzing the construction cost for the basic module, if the U-flanged truss hybrid beam and D-Deck slab system are used, the construction cost can be reduced by 86% compared to the traditional reinforced concrete structure system. In addition, as a result of analyzing the construction period for a floor area of 1,000m², using the U-flanged truss hybrid beam and D-Deck slab system can save 2.0days in construction period compared to the traditional reinforced concrete structure system. Therefore, the U-flange truss hybrid beam can secure sufficient economic feasibility compared to the existing reinforced concrete method in terms of cost reduction and shortening of construction period.

• Steel and Composite Structures
• /
• 제18권1호
• /
• pp.135-148
• /
• 2015

The cutout hole locating at the place of rib-to-diaphragm welded connection is adopted to minimize the restraint, which is caused by the floor-beam web to rib rotation at the support due to the unsymmetrical loads in orthotropic deck. In practice, an inevitable problem is that there is a large number of welding joint's cracks formed at the edge of cutout hole. In this study, a comparative experiment is carried out with two types of cutout hole, the circular arc transition and the vertical transition. The fatigue life estimation of specimens is investigated with the application of the structural hot spot stress approach by finite element analyses. The results are compared with the ones of the fatigue tests which are carried out on these full-scale specimens. Factors affecting the stress range are also studied.

• 전산구조공학
• /
• 제12권4호
• /
• pp.69-69
• /
• 1999

Design of Dangsan Steel Railway Bridge(a part of Seoul Subway Line NO. 2), which is supposed to be replaced after its 15years survice, was done, and the reconstruction has begun in Dec. 1997. The design include new superstruc-ture and bridge piers, retrofitting of the foun-dation, rail system, electric and signal, etc. In this paper, design of the structure is mainly summarized. The main span superstructure, across Han river, is composite section which is com-posed of steel box and reinforced concrete deck slab with 9 span continuous. The superstructure for the approaches is bottom througth type 2-cell steel box girder with steel floor system and concrete deck slab with 3 or 4 span continuous. The bridge piers was planned to be reconstructed based upon the result from the various investi-gations, while the foundation(cassion and pile foundation) was planned to be retrofitted. For superstructure erection, the method of combination of barge bent and heavy lifting and the launching truss method was investigated for the main span and approach spans, respectively.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2004년도 춘계학술대회 논문집
• /
• pp.685-689
• /
• 2004

Numerical simulation is conducted to clarify the heat transfer and fluid flow characteristics of HVAC(Heating, Ventilating and Air-Conditioning) for double' deck train. The HVAC system is installed under the roof of carbody. In the lay-out of HVAC system, air duct must be installed to supply air to 1st and 2nd floor respectively. The standard k-$\epsilon$ and LES models for turbulence and SIMPLE algorithm for pressure equation hased on finite volume method are used to solve the physic a] HVAC model. To assure convergence, QUICK scheme for momentum equation and the 2nd order upwind scheme for turbulent equations arc used. From the results of simulation, the temperature and velocity magnitude are also distributed uniformly in the interior of double-deck passenger car.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2003년도 추계학술대회 논문집(III)
• /
• pp.358-362
• /
• 2003

Numerical simulation is conducted to clarify the heat transfer and fluid flow characteristics of HVAC(Heating, Ventilating and Air-Conditioning} for double-deck train. The HVAC system is installed under the roof of carbody. In the lay-out of HVAC system, air duct must be installed to supply air to 1st and 2nd floor respectively. The standard k-epsilon turbulent models and SIMPLEC algorithm based on finite volume method are used to solve the physical HVAC model. To assure convergence, QUICK scheme for momentum equation and the first order upwind scheme for turbulent equations are used. From the results of simulation, the temperature and velocity magnitude are also distributed uniformly in the interior of passenger car.