• 한국산업융합학회 논문집
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• 제13권3호
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• pp.125-131
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• 2010

This study is to give more accurate information by performing the time depend ent analysis to take into account the long-term losses of precast PSC concrete bridge and analyzing the second stress, final camber and cross section stress of precast PSC caused by creep and drying shrinkage. As time goes by, the stress and deformation in the cross section vary continuously by the influence of creep and drying shrinkage. Due to this, the stress redistribution occurs and the internal force variation also happens along the point on the same cross section and with the passage of time.

• 대한토목학회논문집
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• 제41권6호
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• pp.727-736
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• 2021

국내 도로터널은 2010년과 2019년과 비교시 1,300개소, 1,102 km 증가하고 있으며, 연평균 7.6 %씩 증가하고 있는 수치이다. 또한, 도로터널 연장이 3,000 m이상 되는 장대터널도 64개소, 276.7 km에 달하고 있다. 도로터널은 폐쇄적인 공간적 특성으로 인해 화재사고 발생시 대형 인명피해로 연결될 가능성이 높으므로 안전시설 설치를 고려해야 한다. 현재 국토교통부의 지침을 통하여 방재시설 설치 기준이 제시되고 있으나, 대심도의 특성을 반영하는데 한계가 있는 것으로 사료된다. 본 연구에서는 다양한 피난연결통로의 설치간격과 피난연결문의 폭을 적용한 시뮬레이션을 통하여, 적정한 기준값을 도출하고자 하였다. 안전성의 척도가 되는 피난시간 산정은 피난 분석 시뮬레이션 소프트웨어 building EXODUS Ver.6.3과 화재/연기 분석 소프트웨어 SMARTFIRE Ver.4.1을 활용하였다. 시나리오는 피난연결문 폭 0.9 m, 1.2 m 두 종류와 피난연결통로간격 150~250 m를 20 m간격으로 설정하였다. 또한, 대심도 특성인 경사도를 고려하기 위해서 종단경사 6 %와 0 %를 각각 적용하였다. 피난완료시간이 연기확산시간보다 짧은 경우 "안전"으로 판단하였다. 시뮬레이션 결과 종단경사 6 %인 경우, 피난연결통로 간격이 150 m인 경우에는 피난연결문 너비에 상관없이 연기확산 전에 모든 재실자들이 피난을 완료할 수 있었다. 종단경사 0 %인 경우, 피난연결통로 간격이 200 m이고 피난연결문의 폭이 1.2 m인 경우 모든 재실자가 피난을 완료할 수 있었다. 종단경사에 따른 피난 속도의 차이로 0 % 경사에서는 6 %에 비해 대피시간이 114초(190 m연결통로 기준) 단축되는 것으로 나타났다. 피난연결통로 간격이 짧아질 수록 빠르게 대피할 수 있으나 경제적, 구조적인 문제로 연결통로를 촘촘하게 배치하기는 어렵다. 피난연결문의 폭이 1.2 m로 늘어난다면 0.9 m 폭인 경우와 비교하여 재실자들이 더 빠르게 대피가 가능할 것이다. 연결통로간격을 적정하게 유지하면서 1.2 m폭의 연결문을 적용한다면, 피난 안전을 확보하면서 경제성을 높이고 구조적인 안전까지 해결하는 방법이 될 것이다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.163-167
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• 2008

In this study, the 1/35 reduced-scale model experiment were conducted to investigate designed ventilation effect on the smoke movement at rescue station fire in railway tunnel. A model tunnel with 2 mm thick, 10 m long, 0.19 m high and 0.26 m was made by using Froude number scaling law. The cross-passages installing escape door at the center were connected between incident tunnel and rescue tunnel. The n-heptane pool fires with heat release rate 698.97W were used as fire source. The fire source was located at the center and portal of incident tunnel as worst case. A operating ventilation system extracted smoke amount of 0.015 cms(cubic meters per second). The smoke temperature and CO gas concentration in cross-passage were measured to verify designed ventilation system. The result showed that, at center fire case without ventilation, smoke did not propagate to rescues station. In portal fire case, smoke spreaded to rescues station without ventilation. But smoke did not propagated to rescues station with designed ventilation.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 추계학술대회
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• pp.484-489
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• 2003

The mass flow rate of gas flow through critical nozzle depends on the nozzle supply conditions and the cross-sectional area at the nozzle throat. In order that the critical nozzle can be operated at a wide range of supply conditions, the nozzle throat diameter should be controlled to change the flow passage area. This can be achieved by means of a variable critical nozzle. In the present study, both experimental and computational works are performed to develop variable critical nozzle. A cone-cylinder with a diameter of d is inserted into conventional critical nozzle. It can move both upstream and downstream, thereby changing the cross-sectional area of the nozzle throat. Computational work using the axisymmetric, compressible Navier-Stokes equations is carried out to simulate the variable critical nozzle flow. An experiment is performed to measure the mass flow rate through variable critical nozzle. The present computational results are in close agreement with measured ones. The boundary layer displacement and momentum thickness are given as a function of Reynolds number. An empirical equation is obtained to predict the discharge coefficient of variable critical nozzle.

• 설비공학논문집
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• 제22권10호
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• pp.665-671
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• 2010

In the present study a 1D-3D numerical simulation was performed to analyze the fire safety in a rescue station of a long railroad tunnel equipped with a mechanical ventilation. The behavior of hot air was studied for the emergency operation mode of ventilation system in case of fire in the rescue station. The 1D simulation was carried out for entire tunnel region. Detailed 3D CFD simulation was performed for the rescue station area in the central region of the tunnel by using the result of the 1D simulation as the boundary condition of the 3D simulation. Various type of cross passage installation were evaluated for the prevention of smoke diffusion to suggest the optimized interval of the cross passages in the rescue tunnel.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2010년도 추계학술대회 초록집
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• pp.169.2-169.2
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• 2010

Recently, the massive offshore bridges in a ship passage have been constructed on the sea. Therefore, the ship impact protection for the bridge-piers are installed to consider the possibility of vessel collision danger. Due to the ship impact protection, the flow-field characteristics are changed in comparison with the condition without the ship impact protection. Especially, the fluid velocity between the pier and the ship impact protection is possible to increase due to the contraction of the cross sectional area of flow. In this study, the tidal energy magnitude around the ship impact protection of Incheon bridge is assessed by simulating the flow-field by using FLOW-3D software.

• Structural Engineering and Mechanics
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• 제73권2호
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• pp.133-141
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• 2020

This paper presents the applicability of series tuned mass dampers (STMDs) to reduce the multiple resonant responses of continuous railway bridges under high-speed train. The bridge is modeled by two-span Bernoulli-Euler beam with uniform cross-section, and a STMD device consisting of two TMD units installed on the bridge to reduce its multiple resonant vibrations. The system is assumed to be under the action of a high-speed train passage which is modeled as a series of moving forces. Sequential Programming Technique (SQP) is carried out to find the optimal parameters of the STMD that minimizes the maximum peak responses of the bridge. Comparisons with the results available in the literature are presented to demonstrate the effectiveness and robustness of STMD system in reducing the multiple resonant responses of the continuous railway bridges under high-speed trains.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 추계학술대회논문집
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• pp.237-240
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• 2003

Deformation surrounding the hole in the tube during the hydro-piercing process has been investigated in this study. The tube is expanded and internally pressurized between upper and lower dies, and a piercing punch is driven forcefully through a cross passage in the die and through the wall of the tube. The pressurized fluid within the tube provides support to the wall of the tube during a piercing step to form a hole in the tube having less deformation surrounding the hole in the tube. The deformation area may be fully retracted to a substantially flat form or partially retracted to a countersunk form. In this study, a mathematical model that can predict deformation surrounding the hole has been proposed and experimentally verified by actual hydro-piercing test.

• 한국주거학회논문집
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• 제13권3호
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• pp.45-53
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• 2002

The purpose of this study is to examine the characteristics of unit plans in the high-rise mixed-use condominium and to provide the data fur architectural planning and design. The tools of statistical analysis are frequency, percentage, mean, cross-tab, and correlation. The results of this study are as fellows; The most frequently found shape of unit is a deformed polygon. The common rooms in housing units are dressing room, powder room, offset-kitchen, family room, passage, hallway, and foyer. The specially prepared spaces are wash room, home bar, independent porch, and garden. As to room size and area ratio in a dwelling unit, those of living room are biggest and highest irrespective of unit size. As the floor area of unit increases, does the size of each room and space but the area ratio of each room decreases. This research is made to develop an Apartment Information System. This integrated information system is to be designed to provide residents of high-rise mixed-use condominiums with convenient, economical, and safe life.

• Structural Engineering and Mechanics
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• 제61권4호
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• pp.453-461
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• 2017

This paper presents the series multiple tuned mass dampers (STMDs) to suppress the resonant vibrations of railway bridges under the passage of high-speed trains (HSTs). A STMD device consisting of two spring-mass-damper units connected each other in series is installed on the bridge. In solution, bridge is modeled as a simply-supported Euler-Bernoulli beam with constant cross-section, and vehicle is simulated as a series of moving forces with constant speed. By the assumed mode method, the governing equations of motion of the beam-TMD device coupled system traversed by a moving train are obtained. The optimum values for the parameters of the STMD device are obtained for the criterion based on the minimization of the maximum dynamic displacement of the beam at its midspan. Single TMD and multiple TMDs in parallel are also considered for demonstration of the STMD device's performance. The results show that STMDs are effective in bridge vibration suppression and robust to parameters' change in the main system and the absorber itself.