• 한국조경학회지
• /
• 제30권1호
• /
• pp.52-60
• /
• 2002

This paper presents a streetscape design for "Dangiae-Gil"which is located at 126-1 Yangpyung-2dong, Yeongdeungpo-gu, Seoul and is about 500m in length and about 24m in width. The design goals are to make a green street on which people want to walk and people can walk and rest safely and pleasantly. To achieve these goals, concepts of environmentally-friendliness, placeness, safety, amenity, vitality, connectivity, and democracy are developed. For pedestrian safety, shared street concepts, such as crank, slalom etc. are adopted. The site is divided into 5 thematic spaces, such as "Village Entrance Space", "Culture Street", "Dangsan Park", "Nature Street", and "Ferry Space". The Village Entrance Space, which is an entrance of the Dangjae-Gil and a welcoming space, is for communicating information about the area. "Dangnamu"(zelkova tree) and signs are introduced here. The Culture Street is for experiencing past and present culture of the area. Colored tiles and plant boxes attached to benches are introduced. The Dangsan park is a sacred space where modem people can feel the sacredness of nature arid of being in a refuge. Dangjib, Dangnamu, multi-purpose plaza, athletic facilities, and playground for infants are introduced. The Nature Street is a space for feeling and teaming nature which has disappeared from the area leading to the river and a space for community participation. The elementary school walls were demolished and nature education spaces, such as butterfly and dragonfly garden, ecological pond, wildflower garden, etc., which are related to school education, are introduced. The Ferry Space is a space symbolizing a old ferry crossing and an entrance plaza to a bridge for "Sunyu-do\" . A boat-shaped deck, an elevator for handicap people, and parking space are introduced. In conclusion, sustainable management schemes for the site are suggested.sted.

• Wind and Structures
• /
• 제21권2호
• /
• pp.223-239
• /
• 2015

Open decks are a widely used deck configuration in long-span cable-stayed bridges; however, incorporating aerodynamic countermeasures are advisable to achieve better aerodynamic performance than a bluff body deck alone. A sectional model of an open deck cable-stayed bridge with a main span of 400 m was selected to conduct a series of wind tunnel tests. The influences of five practical aerodynamic countermeasures on flutter and vortex-induced vibration (VIV) performance were investigated and are presented in this paper. The results show that an aerodynamic shape selection procedure can be used to evaluate the flutter stability of decks with respect to different terrain types and structural parameters. In addition, the VIV performance of $\prod$-shaped girders for driving comfortableness and safety requirements were evaluated. Among these aerodynamic countermeasures, apron boards and wind fairings can improve the aerodynamic performance to some extent, while horizontal guide plates with 5% of the total deck width show a significant influence on the flutter stability and VIV. A wind fairing with an angle of $55^{\circ}C$ showed the best overall control effect but led to more lock-in regions of VIV. The combination of vertical stabilisers and airflow-depressing boards was found to be superior to other countermeasures and effectively boosted aerodynamic performance; specifically, vertical stabilisers significantly contribute to improving flutter stability and suppressing vertical VIV, while airflow-depressing boards are helpful in reducing torsional VIV.

• 해양환경안전학회지
• /
• 제21권6호
• /
• pp.790-797
• /
• 2015

본 연구는 나이트록스 잠수와 공기 잠수를 비교하여 잠수작업에서의 안전성 및 경제성 평가를 시도하였다. 연구를 위해서 2010년 거가대교 침매터널 건설시 사용되었던 실제 잠수자료를 사용하였으며, 감압병 발생율, 작업시간, 감압시간 등 두 기체 다이빙의 특징을 분석하였다. 그 결과 잠수사가 호흡기체로 나이트록스를 사용하고 감압기체로 100% 산소를 사용한다면 감압병 발생확률을 최소화 할 수 있으며 감압기간 또한 크게 단축할 수 있음을 확인하였다. 그리고 실제 나이트록스를 사용한 공사기간과 공기 잠수를 하였을 경우의 가상의 공사기간을 비교해 본 결과 최대 3배의 공사기간 단축 효과를 가져왔음을 확인하였다. 결론적으로 시간적, 육체적으로 제한되어있는 환경에서 잠수 시 나이트록스 잠수가 공기 잠수보다 능률적이고 경제적임을 확인하였다.

• Smart Structures and Systems
• /
• 제33권6호
• /
• pp.465-482
• /
• 2024

In this paper, a robust wireless sensor network configuration design method is proposed to develop the optimal configuration under the consideration of sensor failure and energy consumption. A malfunctioned sensor in a wireless sensor network may lead to data transmission failure of the entire sensing cluster, inducing severe deterioration in system identification performance. The proposed method determines a wireless sensor network configuration that is robust against sensor failure. By utilizing Bayesian inference, we introduce a robust indicator to evaluate the impact on estimation accuracy of sensor configurations with various malfunctioned sensors. Moreover, a network formation strategy is proposed to optimize the energy efficiency of the wireless sensor network configuration. Therefore, the resultant robust wireless sensor network configuration can operate with the minimum energy consumption while the measurement information of the sensor network with malfunctioned sensors can be guaranteed. The proposed method is illustrated by designing the robust wireless sensor network configurations of a truss model and a bridge model.

• Smart Structures and Systems
• /
• 제23권6호
• /
• pp.695-702
• /
• 2019

The number of cable-stayed bridges has been increasing worldwide, causing issues in maintaining the structural safety and integrity of bridges. The stay cable, one of the most critical members in cable-stayed bridges, is vulnerable to wind-induced vibrations owing to its inherent low damping capacity. Thus, vibration mitigation of stay cables has been an important issue both in academia and practice. While a semi-active control scheme shows effective vibration reduction compared to a passive control scheme, real-world applications are quite limited because it requires complicated equipment, including for data acquisition, and power supply. This study aims to develop an Arduino-based integrated cable vibration control system implementing a semi-active control algorithm. The integrated control system is built on the low-cost, low-power Arduino platform, embedding a semi-active control algorithm. A MEMS accelerometer is installed in the platform to conduct a state feedback for the semi-active control. The Linear Quadratic Gaussian control is applied to estimate a cable state and obtain a control gain, and the clipped optimal algorithm is implemented to control the damping device. This study selects the magnetorheological damper as a semi-active damping device, controlled by the proposed control system. The developed integrated system is applied to a laboratory size cable with a series of experimental studies for identifying the effect of the system on cable vibration reduction. The semi-active control embedded in the integrated system is compared with free and passive mode cases and is shown to reduce the vibration of stay-cables effectively.

• 해양환경안전학회지
• /
• 제20권6호
• /
• pp.730-737
• /
• 2014

본 연구에서는 남해안에 건설된 사용기간이 5~34년의 해상 콘크리트 교량의 염화물이온농도에 대한 실측데이터로부터 표면염화물이온농도를 추정하고, 기존에 제시된 시방서와 타 연구결과에서 제시한 값들의 타당성을 평가하였다. 그리고 해상 콘크리트 교량의 염해방지도장의 유무, 염화물이온농도, 탄산화 깊이 및 콘크리트 압축강도의 상관관계를 도출하여 상호 작용을 평가하였다. 연구결과에 의하면, 표면염화물이온농도는 간만대에서 KCI 2009, 물보라지역과 해상대기중에서 Cheong et al.(2005)의 제안한 값이 타당한 것으로 판단된다. 또한, 해상 콘크리트 교량의 염해방지도장은 염화물이온의 침투, 탄산화 깊이 및 압축강도 저하 대한 방지효과가 있음을 알 수 있었다. 콘크리트의 압축 강도는 탄산화 깊이와 염화물이온농도의 증가에 따라 감소하였다.

• 한국군사과학기술학회지
• /
• 제22권1호
• /
• pp.20-26
• /
• 2019

In this paper, we propose measurement based numerical resistivity model for low energy exploding foil initiator (LEEFI) of electronic safety and arming device(ESAD). A resistivity model describes a behavior of variable resistance in LEEFI by firing current. The previous resistivity model was based on high energy detonator applications as explosive bridge wire and exploding foil initiator. Therefore, to estimate the voltage, current, and burst time of LEEFI, a resistivity model suitable for LEEFI is needed. For the modeling of resistivity of LEEFI, we propose a specific action based equation which represents a behavior of LEEFI when firing current is applied. To verify the proposed model, we analyze a firing current transmission path to obtain parasitic impedance. We experimentally verify that the proposed resistivity model offers precise estimation for the behavior of variable resistance in LEEFI.

• Smart Structures and Systems
• /
• 제32권1호
• /
• pp.9-21
• /
• 2023

The parameters of civil engineering structures have time-variant characteristics during their service. When extremely large external excitations, such as earthquake excitation to buildings or overweight vehicles to bridges, apply to structures, sudden or gradual damage may be caused. It is crucially necessary to detect the occurrence time and severity of the damage. The unscented Kalman filter (UKF), as one efficient estimator, is usually used to conduct the recursive identification of parameters. However, the conventional UKF algorithm has a weak tracking ability for time-variant structural parameters. To improve the identification ability of time-variant parameters, an adaptive UKF with forgetting factor (AUKF-FF) algorithm, in which the state covariance, innovation covariance and cross covariance are updated simultaneously with the help of the forgetting factor, is proposed. To verify the effectiveness of the method, this paper conducted two case studies as follows: the identification of time-variant parameters of a simply supported bridge when the vehicle passing, and the model updating of a six-story concrete frame structure with field test during the Yangbi earthquake excitation in Yunnan Province, China. The comparison results of the numerical studies show that the proposed method is superior to the conventional UKF algorithm for the time-variant parameter identification in convergence speed, accuracy and adaptability to the sampling frequency. The field test studies demonstrate that the proposed method can provide suggestions for solving practical problems.

• 한국정보전자통신기술학회논문지
• /
• 제14권5호
• /
• pp.394-402
• /
• 2021

고령사회의 진입과 인간의 평균 수명이 연장되고, 여성의 사회적 진출 및 남성들의 외모에 대한 관심증가, 미디어 매체를 통한 K-문화가 전 세계적으로 관심을 받으면서 자연스럽게 관심은 K-Bueaty에 집중되고 있다. 최근, 의료관광 분야의 점유를 보면 성형 및 피부과와 같은 피부미용 의료관광의 경우 중국, 일본 등 아시아뿐만 아니라 북미, 유럽 등에서 인기를 누리고 있다. 사람의 노화를 가장 먼저 외면적으로 확인할 수 있는 부위는 바로 얼굴의 피부 주름이다. 깨끗하고 주름이 없으면서 탄력성 있는 건강한 피부는 대부분의 사람들이 원하는 바람이다. 대표적으로 집속형초음파자극(HIFU:High Intensity Focused Ultrasound)와 저주파, 고주파(RF:Radio Frequency), 미세전류를 이용한 갈바닉 테라피, 급속 냉각을 이용한 크라이오 테라피 등 피부의 컨디션과 상태에 따라 관리하는 방식이 달라지며, 같은 기전을 이용한 의료기기 및 피부미용 기기의 시술 역시 출력 및 자극 부위 등에 따라 시술의 효과가 차이가 난다. 본 연구는 수많은 피부미용 의료기기 및 미용기기 중 마이크로니들을 이용한 침습형 고주파 피부 의료기기를 개발하고자 국제규격인 IEC 60601-2(의료기기개별기준규격)및 MFDS(Ministry of Food and Drug Safety : 식품의약품안전처)에서 고시한 고주파 자극기 기준 규격을 준수한 고주파 출력 장치를 설계 및 개발하였다. 회로 설계는 Class-A Topology를 이용한 증폭장치(AMP:Amplifier)와 Half-Bridge Topology를 이용한 전원장치로 이루어져 있다. 개발된 고주파 출력 장치를 측정한 결과 평균 63.86%의 효율을 얻었으며, 최대출력은 116.7W, 50.67dBm으로 측정되었다.

• 한국강구조학회 논문집
• /
• 제28권5호
• /
• pp.365-371
• /
• 2016

두 개의 I형 거더로 이루어진 소수주형 교량의 경우, 합성 후 슬라브와 거더가 하나의 단면으로 인식될 수 있으며, 이에 따라 평면 외방향의 휨에 대한 중립축은 강축으로 간주 될 수 있다. 따라서 자유진동 모드에서는 평면 내의 휨거동이 지배적일 것이라 쉽게 예상할 수 있다. 그러나 곡선 교량은 직선교량과 달리 초기곡률로 인하여 중력하중 하에서도 항시 비틀림 모멘트가 작용한다. 휨과 비틀림의 상호 작용은 거더의 거동을 복잡하게 하며, 때에 따라서는 비틀림 모드가 휨모드보다 지배적으로 작용할 수 있게 된다. 다시 말해, 같은 환경 하에서 곡선교량은 초기 곡률에 따라 동특성이 달라질 수 있게 된다. 현재까지 수평 곡선 거더의 자유진동에 관한 연구는 많이 이루어져 왔으나 합성 거더에 대한 연구는 부족한 실정이다. 본 연구에서는 곡률 중심각의 변화에 따른 모드 변화와 고유 주파수의 변화를 3차원 모델링을 통하여 검증 하였다. 해석 모델은 합성 전후에 대하여 작성 되었으며, 고유 주파수와 진동 모드 변화를 고찰하였다.