• Advances in Computational Design
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• 제6권1호
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• pp.55-75
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• 2021

The lightweight superstructure is beneficial for bridges in remote areas and emergency erection. In such weight-sensitive applications, the combination of fiber-reinforced polymer (FRP) as a material and box-beams as a structural system have enormous scope. This combination offers various advantages, but as a thin-walled structure, their designs are often governed by buckling criteria. FRP box-beams lose their stability either by flange or web buckling mode. In this paper, the web buckling behavior of simply supported FRP box-beam subjected to transverse load has been studied by modeling full box-beam to consider the effect of real state of stress (stress variation in length direction) and boundary conditions (rotational restraint at web-flange junction). A parametric study by varying the sectional geometry and fiber orientation is carried out by using ANSYS software. The accuracy of the FE models was ensured by verifying them against the available results provided in the literature. With the help of developed database the influential parameters (i.e., αs, βw, δw and γ) affecting the web bucklings are identified. Design trends have been developed which will be helpful to the designers in the preliminary stage. Finally, the importance of governing parameters and design trends are demonstrated through pedestrian bridge design.

• International Journal of Korean Welding Society
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• 제3권1호
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• pp.34-38
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• 2003

It has been used many kinds of horizontal butt-welding methods at block-to-block erection stage in shipbuilding companies. For examples, some companies use conventional FCAW process with one side or both sides groove joint welding, others use carriage with torch holder type mechanized welding method. Although lots of efforts were done until now, some problems in quality and productivity still remain in ship's hull welding. In this study, we have attempted to raise productivity and quality on horizontal position of welding with following 3 items. 1) Prepare groove condition with no root gap for making easy fit-up work. 2) Develop improved MAG (100% $CO_2$ gas shielding) welding process with solid wire for making sound root bead from one side. 3) Develop and apply quite new automatic welding carriage. The stability of new welding process was confirmed by conducting mechanical tests of weldments to verify the soundness of weldments.

• 건축역사연구
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• 제15권1호
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• pp.7-27
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• 2006

This study aims to identify and analyze the factors that influenced the construction of London Eye which was led by private groups, including characteristics in progress, differentiated value in design, the combination of technology and design, and construction costs. The results of this study were the followings. 1) London Eye provides a new construction method for a landmark in the downtown in that the architects became the clients of the project which might have been hoarded, procuring the construction costs and completing it by themselves. 2) London Eye presents a space utilization method where undeveloped spaces in the downtown are used in three-dimensions by erecting a structure on the river with a minimum land. 3) The process of design, production and erection is propelled the realization of technical intention design with one system and from at the initial stage, the participation of the engineer where the designer is equal with you must accompany. 4) London Eye is endowed with strong shape by a circle in design concept, which is the simplest geometrical figure, and it provides organic relationship between the past and the present by utilizing historical elements in various ways. 5) The construction was completed through four phases including idea phase, promotion phase, turn-key contract phase, and design-build phase. The most critical factor to the success is derived from the direct contact with Involved companies from the production phase. 6) In a project facing many challenges in terms of technology, the design-build method proves to be a more effective method than turn-key contract in that it may more allocate risks and enable coherent implementation of the core concept in design. The organization for the design-build method was composed of three phases including general affairs, responsible contracting by sector, and cooperative system by sector. Since that was a new concept structure, high-level contractors who hadn't had existing cooperative relationships with one another formed new cooperative relationship, while collaborating companies who had long cooperated led the responsible contracting and sub-cooperative system, which resulted in reduction of risks and time. 7) The major factors to change design were the design characteristics, derived from a technically great combination, and the opening time. 8) A new erection method was applied to London Eye, a structure that overcame the limitation in land and period, and the process of installation demonstrated that it is an important value for the construction of a landmark in the city. 9) In spite of many visitors and tremendous operational income, the factors that London Eye fails to free itself from debts include the construction costs expended double than expected, and interest burden to the investments, which occurred in the course of procuring the costs. Absolute limit in time increased the construction costs, resulting in being a great obstacle in the course of operation.

• 한국산업보건학회지
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• 제25권4호
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• pp.472-481
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• 2015

Objectives: Welding is a major task in shipbuilding yards that generates welding fumes. A significant amount of welding in shipbuilding yards is done on steel. Inevitably, manganese is present in the base metals being joined and the filler wire being used and, consequently, in the fumes to which workers are exposed. The objective of this work was to characterize manganese exposure associated with work area, total and particle size-selective mass concentration, and compare the mass concentrations obtained using a three-piece cassette sampler, size-selective impactor sampler and blood manganese concentrations. Materials: All samples were collected from the main work areas at one shipbuilding yard. We used a three piece cassette sampler and the eight stage cascade impactor sampler for the airborne manganese mass concentration of total and all size fractions, respectively. In addition, we used the results of health examination of workers sampled for airborne manganese. Results: The oder of high concentration of airborne manganese in shipbuilding processes was as follows; block assembly, block erection, outfitting installation, steel cutting, and outfitting preparation. The percentages of samples that exceeded the OES of the ministry of employment and labor by the cassette sampling method was 12.5%, however 59.1% of sampled workers by the impactor sampling method exceeded the TLV of the ACGIH. Conclusions: Even though the manganese concentrations in blood of workers exposed to higher airborne manganese concentration were higher than among those exposed to lower concentrations, there was no difference in blood manganese concentrations among work duration. The data analyzed here by characterizing size-selective mass concentrations indicates that the inhaled manganese of welders in shipbuilding yards could be mostly manganese-containing respirable particle sizes.

• 한국강구조학회 논문집
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• 제27권4호
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• pp.371-376
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• 2015

현수교 주케이블 가설을 위한 임시 구조물인 캣워크의 비틀림 거동에 대해 연구를 수행하였다. 캣워크의 비틀림 변형은 작업원의 안전성과 작업성에 중요한 영향을 미친다. 이러한 이유로 설계단계에서는 크로스 브릿지의 간격을 조정하여 캣워크의 비틀림 변형이 일정 수준이하가 되도록 고려하고 있다. 이 연구에서는 캣워크의 비틀림 안전성과 관련된 크로스 브릿지의 설치 간격에 따른 영향을 분석하였다. 해석적 접근을 위해 크로스 브릿지를 포함한 상세 부분해석 모델을 작성하였다. 작성된 해석모델을 이용하여 크로스 브릿지 설치 간격에 따른 영향을 Prefabricated Parallel Wire Strand의 편심하중과 가설이 가능한 풍속 영역에서의 풍하중에 대해 검토를 수행하였다. 검토 결과 크로스 브릿지의 설치 간격이 캣워크의 비틀림 거동에 큰 영향을 줌을 확인하였으며, 검토 대상 교량의 캣워크는 비틀림 변형에 대해 안전성을 확보하고 있는 것으로 확인되었다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2010년도 춘계학술발표대회 초록집
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• pp.65-65
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• 2010

In shipbuilding industry, welding position are usually flat and vertical position at the erection stage. Application of SAW and EGW for these positions makes it possible to achieve enhanced productivity and high quality. But owing to their large size and weight it is difficult to apply these techniques in short and narrow regions. To overcome this problem, our company developed light weight and compact size 4-axis welding carriage which perform 3D weaving. The purpose of this study is to explain the development and application of intelligent welding carriage using 3D weaving pattern that can fill a large amount of welds and thereby making it possible to achieve high quality of welding. This study shows 3D weaving pattern, development of weaving database, and skill of adaptive control response for the variable gap. Also, it shows the results of procedure qualification test for the AH-grade steel when applied to the intelligent welding carriage.

• Journal of Welding and Joining
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• 제28권2호
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• pp.32-38
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• 2010

In shipbuilding industry, welding position are usually flat and vertical position at the erection stage. Application of SAW and EGW for these positions makes it possible to achieve enhanced productivity and high quality. But owing to their large size and weight it is difficult to apply these techniques in short and narrow regions. To overcome this problem, our company developed light weight and compact size 4-axis welding carriage which perform 3D weaving. The purpose of this study is to explain the development and application of intelligent welding carriage using 3D weaving pattern that can fill a large amount of welds and thereby making it possible to achieve high quality of welding. This study shows 3D weaving pattern, development of weaving database, and skill of adaptive control response for the variable gap. Also, it shows the results of procedure qualification test for the AH-grade steel when applied to the intelligent welding carriage.

• 대한토목학회논문집
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• 제42권2호
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• pp.151-162
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• 2022

스마트 건설 기술의 도입으로 공장에서 일괄 대량생산이 가능한 프리팹 부재에 대한 관심이 높아졌다. 프리팹 프리스트레스 콘크리트 거더는 가설시 프리팹 바닥판과의 정합성을 위해 제작부터 가설 전 단계까지 거더의 형상관리가 중요하다. 이 연구에서는 프리팹 거더의 상연 및 하연에 병치된 변형률 측정치를 이용한 캠버 재구성 기법을 제시한다. 특히, 긴장력 도입 이후 가설 전까지 콘크리트의 시간 의존적 거동이 고려된 변형률 데이터에 대해 캠버 재구성 기법을 적용한다. 몬테카를로 수치 모사를 통해 제한된 센서의 개수, 계측 오차 그리고 비선형적 시간 의존적 거동들에 대해 재구성된 캠버의 통계적 정확도를 분석하고 타당성을 검증한다.

• 대한물리치료과학회지
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• 제13권3호
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• pp.65-75
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• 2006

This study was to find out whether MBT shoes were more effective than general sporting shoes on the kinematic physiology. We comparatively analyzed energy consumption, heart rates, rating of perceived exertion, lactic acid density in blood and muscle activity with EMG. The subjects were 10 regular students of K Univ.(5 male and 5 female). They wore the general sporting shoes for stage 1(group 1), the MBT walking shoes for stage 2(group2) under the same conditions. There was one week interval between stages. 1. There was no significant difference in the energy consumption and the heart rates between two groups. Group 1 showed a higher energy consumption and heart rates than Group 2 under the speed of 4.0 mph. On the other hand, Group 2 showed higher ones over the speed of 4.0 mph. 2. There was no significant difference in the rating of perceived exertion and lactic acid density in blood between two groups. But Group 2 showed a lower fatigue strength than Group 1. 3. Group 2 showed a higher muscle activity with EMG than group 1, especially at the speed of 2.0, 2.5, 3.0, 3.5 mph in quadratus lumborum muscle and at 4.0mph in tibialis anterior muscle. In conclusion, we are less tired in MBT shoes than in general sporting shoes. Also, we can dorsiflex better in the ankle joint, straighten the lumbar region well and walk erect in MBT shoes. Specially, when it walks slowly, it is favorable in an erection walk and when it walks quickly, we have advantage of obesity management.

• 한국측량학회지
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• 제33권5호
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• pp.453-461
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• 2015

이 연구에서는 시공 중에 있는 곡선형 PCT 거더교의 처짐 관리를 위해 압출 시 예상되는 취약부위에 GPS를 설치하고 시공단계에 따라 처짐변위를 측정하였으며 응력, 온도 및 경사변위를 측정하여 GPS 관측데이터와 처짐변위와 비교하였다. 압출거리에 따른 GPS 실측값과 유한요소 모델링 해석값을 비교 분석한 결과, 실측값이 해석값에 비해 0.6∼1.6배 정도 차이가 발생하였으나, 온도를 보정함으로써 그 차이가 크게 감소하였다. 교량 거동 형상 분석 결과, 시공중 거동은 95m 지점과 75m 지점에서 노즈 선단부에 처짐이 발생하는 것을 확인하였으며 압축 취약부는 압축, 인장취약부는 인장력이 발생하였다. 연구결과, GPS 적용함으로써 시공 중 곡선형 PCT 거더교의 처짐 관리를 보다 효율적으로 가능할 것으로 판단되며, 향후 동일 공법의 교량을 시공할 시 향후 거동을 예측하고 관리하는데 도움을 줄 것으로 판단된다.