• Title/Summary/Keyword: port construction

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A Study on the Change of Gojong(高宗)'s Architectural View and the Aspect of the Constructions of Architectures Working: Through the Change of the Architectures in the Royal Palace

  • Seo, Dongchun
    • Architectural research
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    • v.20 no.1
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    • pp.1-8
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    • 2018
  • Gojong(高宗) had experienced extravagant change during a period of reign and he was located in the center of the change. He was the king who also experienced various changes in construction and accomplished a large number of construction activities aggressively. Gojong could acquire the information and details about anarchitecture, through the experience of a lot of large-scale construction activities in a regency period of Heungseon-Daewongun(興宣大院君). After opening of a port, as the western culture and technology was flowed in Korea, the knowledge of western architecture also was introduced. Gwanmungak(觀文閣) was constructed in Kyeongbokgung Palace under that influence in 1888, but the construction was not successfully finished. Due to the failure of Gwanmungak, Gojong no more constructed a western architecture until 1897. He was aware of the merits of western architectures while living in the western architecture during Agwanpacheon(俄館播遷). And he led a lot of constructions of the western architectures in Kyeongungung(慶運宮). It is possible to arrange in two reasons about the interest in an architecture of Gojong. Firstly, Gojong was individually interested in the architectures, and he constantly accomplished constructions of new buildings from childhood. And secondly, Gojong thought that western architecture has an advantage in the international situations. He held out the tendencies to construct the western architectures with excessive investments.

Optimum Allocation of Ships Emphasizing the Cargo Delivery Time (화물의 인도시기를 최우선으로 하는 배선문제)

  • 이중우;양시권;이철영
    • Journal of the Korean Institute of Navigation
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    • v.5 no.1
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    • pp.1-23
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    • 1981
  • As far as transportation problems are concerned, the minimization of transportation cost is the most prevailing object. But in some cases, the cargo delivery time is the utter problem rather than the cost. For instance, we may imagine the case that the delivery of the construction materials is delayed behind the schedule and this makes the construction cost increased because of idle time of other materials and man power, in addition to the indemnity. Therefore the allocation of ships, in marine transportation which is now the main route of overseas trade, to the needed area on the required time is to be appropriately performed. However, there are several restrictions for cargo delivery to meet the demand, such as ship's size, number to be employed and cargo handling capacity of the ports, etc. And there are some other factors to be considered, that is, the degree of necessities of commodities, on their kinds, amount, and the time of arrival, etc. This paper deals with the problem of optimum allocation of ships emphasizing the cargo delivery time adopting Linear Programming technique with those cargo delivery restrictions and factors transformed by introducing the multi-speed conception, the conversion of multi-commodity to a single commodity, allowable delivery time, weight penalty number and nominating priority. This paper presents a case of optimum allocation of ships in the light of cargo delivery time for a construction company which has two different construction places and analyzes the result. This study will give a planner a good tool for optimum planning of maring transportation and be used for decision of schemes.

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Basic Design for Development of IMV for MCV (MCV용 IMV개발을 위한 기초설계)

  • Huh, Junyoung;Jung, Gyu Hong
    • Journal of Drive and Control
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    • v.15 no.3
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    • pp.49-56
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    • 2018
  • Construction machinery is used to improve productivity in civil engineering work and construction work, and it is a lengthy operation, and consumes considerable fuel to cope with large loads. As a result, productivity and fuel consumption of the construction machine become the main deciding factors. In the hydraulic system of the excavator, the main control valve is the most critical position for control. The flow distribution for control performance is achieved by the metering orifice, that causes critical energy loss. To improve this, we propose a combination of a three port proportional pressure reducing valve and a poppet type flow control valve as an IMV to replace the existing spool type MCV. To validate the proposal, we analyze static characteristics by modeling mathematically, and analyze dynamic characteristics. Simulation using the AMESim software on the regeneration circuit of the boom cylinder up-down operation, verifies the energy-saving effect compared to the existing MCV when IMV is used.

Design and Construction of a Push-Push Dielectric Resonator Oscillator at K-band (K-band용 Push-Push 유전체 공진 발진기의 설계 및 제작)

  • 이주열;이찬주;홍의석
    • Journal of the Korean Institute of Telematics and Electronics A
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    • v.29A no.2
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    • pp.8-17
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    • 1992
  • In this paper a push-push oscillator using DR (dielectric resonator) at K-band is designed and constructed. Two identical oscillators are arranged in a push-push configuration that has the frequency of oscillator that is twice frequency each oscillator. A dielectric resonator is placed at the input of an active two-port device(FET) yielding a stable frequency source. The oscillators realized with this technique exhibit excellent spectral purity and cancellation of fundamental frequency.

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A Study on the Construction of Information Network for Marine Traffic Control (해상교통관제 정보망 구출에 관한 연구)

  • 박성태;이은방
    • Proceedings of KOSOMES biannual meeting
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    • 1999.03a
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    • pp.93-105
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    • 1999
  • In Vessel Traffic Service, the management information on marine traffic control is almost transported by VHF. It is so difficult to exchange a lot of the related information necessary for marine traffic control exactly and in real time. Aiming at improved visualized data transporting network, we examine the methods for transporting and displaying the data on marine traffic controls. In this paper, we design the information networks established by broadcasting method and by internet method using home page in order to manage marine traffics in Masan port.

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Prediction of changes in spring tidal flows at Nakdong Estuary due to construction of Busan New Port (부산신항 건설공사에 의한 낙동강 하구에서의 대조시 조류변화예측)

  • 정영복;김효섭
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2003.08a
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    • pp.154-157
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    • 2003
  • 부산신항은 대규모 컨테이너 단지로서 1998년부터 공사를 시작하여 아직 공사중이며 낙동강하구에 근접해 위치하고 있다. Fig. 1은 지금 현재 상태의 해안선을 보여주고 있으며, Fig. 2는 부산 신항 완공후의 해안선을 보여주고 있다. (중략)

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A Study on the Automatic Construction of AI-based Port Documents Using RPA (RPA를 이용한 AI기반의 항만서류 자동구성에 관한 연구)

  • Yoo, Byeong-Woo;Lee, Jin-Young;Im, Hyun-Ji
    • Annual Conference of KIPS
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    • 2019.10a
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    • pp.1116-1118
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    • 2019
  • 로봇 프로세스 자동화는 반복적이고 평범한 작업을 로봇이 하게 해 조직의 시간을 절약해 주는 기술이다. 복잡한 전산 및 수기로 작성하는 항만 관련 단순 방법적 수작업을 RPA를 활용하여 AI기반의 자동구성을 하고자 하는 프로젝트이다.

A Study on Predicting the Logistics Demand of Inland Ports on the Yangtze River (장강 내수로 항만의 물류 수요 예측에 관한 연구)

  • Zhen Wu;Hyun-Chung Kim
    • Korea Trade Review
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    • v.48 no.3
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    • pp.217-242
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    • 2023
  • This study aims to analyze the factors influencing the logistics demand of inland ports along the Yangtze River and predict future port logistics demand based on these factors. The logistics demand prediction using system dynamics techniques was conducted for a total of six ports, including Chongqing and Yibin ports in the upper reaches, Jingzhou and Wuhan ports in the middle reaches, and Nanjing and Suzhou ports in the lower reaches of the Yangtze River. The logistics demand for all ports showed an increasing trend in the mid-term prediction until 2026. The logistics demand of Chongqing port was mainly influenced by the scale of the hinterland economy, while Yibin port appeared to heavily rely on the level of port automation. In the case of the upper and middle reach ports, logistics demand increased as the energy consumption of the hinterland increased and the air pollution situation worsened. The logistics demand of the middle reach ports was greatly influenced by the hinterland infrastructure, while the lower reach ports were sensitive to changes in the urban construction area. According to the sensitivity analysis, the logistics demand of ports relying on large cities was relatively stable against the increase and decrease of influential factors, while ports with smaller hinterland city scales reacted sensitively to changes in influential factors. Therefore, a strategy should be established to strengthen policy support for Chongqing port as the core port of the upper Yangtze River and have surrounding ports play a supporting role for Chongqing port. The upper reach ports need to play a supporting role for Chongqing port and consider measures to enhance connections with middle and lower reach ports and promote the port industry. The development strategy for inland ports along the Yangtze River suggests the establishment of direct routes and expansion of the transportation network for South Korean ports and stakeholders. It can suggest expanding the hinterland network and building an efficient transportation system linked with the logistics hub. Through cooperation, logistics efficiency can be enhanced in both regions, which will contribute to strengthening the international position and competitiveness of each port.

Early age behavior analysis for reinforced concrete bridge pier

  • Wang, Xianfeng;Li, Dawang;Han, Ningxu;Xing, Feng
    • Computers and Concrete
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    • v.18 no.5
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    • pp.1041-1051
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    • 2016
  • In this study, the construction of a reinforced concrete bridge pier was analyzed from durability point of view. The goal of the study is to analyze the crack iniation condition due to construction and present some recommendations for construction conditions of the reinforced concrete bridge pier. The bridge is located at the western port area of Shenzhen, where the climate is high temperature and humidity. To control the cracking of concrete, a construction simulation was carried out for a heat transfer problem as well as a thermal stress problem. A shrinkage model for heat produced due to cement hydration and a Burger constitutive model to simulate the creep effect are used. The modelling based on Femmasse(C) is verified by comparing with the testing results of a real underground abutment. For the bridge pier, the temperature and stress distribution, as well as their evolution with time are shown. To simulate the construction condition, four initial concrete temperatures ($5^{\circ}C$, $10^{\circ}C$, $15^{\circ}C$, $20^{\circ}C$) and three demoulding time tips (48h, 72h, 96h) are investigated. From the results, it is concluded that a high initial concrete temperature could result in a high extreme internal temperature, which causes the early peak temperature and the larger principle stresses. The demoulding time seems to be less important for the chosen study cases. Currently used 72 hours in the construction practice may be a reasonable choice.