• 기술발표회
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• 통권2006호
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• pp.86-100
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• 2006

The single drilled shaft foundation has been used in the other countries, but has not used in South Korea at all This foundation is very effective and economic method in South Korea which is easy to meet a good rock mass within 50m depth from the ground We have many experiences to construct 1.52 5m drilled shaft foundations and ability to construct 30m drilled shaft foundation without special efforts The soil behavior is nonlinear, but it can be proposed in linear in practical purpose on bridges. The elastic modulus of soil can be rationally obtained by the method of Road Bridge Design Manual in South Korea using the Schmertmann(1970)'s proposal, and the elastic modulus of rock can be obtained by the field test. In seismic design the column and drilled shaft must be restricted to the elastic design because the behavior of this foundation is flexible and the arrangement of the rebars makes the various defect In this paper the design criteria is compared with FHWA design criteria, and the design criteria is proposed in consistent with Road Bridge Design Manual in South Korea. The single drilled shaft foundation of a test bridge was constructed in the Iksan-Jangsoo highway, and we checked its stability, workability and economy

• Steel and Composite Structures
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• 제2권6호
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• pp.441-460
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• 2002

In the design of bridges, it is important to consider the thermal stresses induced by the non-linear temperature distribution as well as the variation of effective temperature in the bridge deck. To cope with this, design temperature profiles are provided by design codes, which are normally based on extensive research work. This paper presents the results of a comprehensive investigation on the thermal behaviour of bridges in Hong Kong with special emphasis on composite bridges. The temperature distribution in bridges depends primarily on the solar radiation, ambient air temperature and wind speed in the vicinity. Apart from data of the meteorological factors, good estimates of the thermal properties of material and the film coefficients are necessary for the prediction of temperature distribution. The design temperature profiles for various types of composite bridge deck with bituminous surfacing and concrete slab of different thicknesses are proposed. The factors affecting the design effective temperature are also reviewed and suitable values for Hong Kong are proposed. Results are compared with recommendations of the current local code. The method facilitates the development of site-specific temperature profiles for code documents, and it can also be applied to create zoning maps for temperature loading for large countries where there are great climatic differences.

• 대한치과보철학회지
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• 제39권3호
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• pp.313-318
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• 2001

Masticatory function is more important than esthetics in posterior fixed restoration. The usual technique-mounting the casts on a semi-adjustable articulator, etc. -cannot make all patients satisfied with their restorations. For example, functionally generated path technique can be an easier and more satisfactory method in the restoration of group function. These clinical reports describe various approaches for occlusal restoration of relatively simple posterior fixed protheses according to patients occlusal patterns. The 3-unit bridge restoration is one of the most popular treatment options in prosthodontics. Because dentists have much experiences of it, they restore a missing span of one tooth mechanically, that is, without special consideration. While esthetics is important in making an anterior 3-unit fixed prostheses, mastication is more focused on in posterior 3-unit bridge restoration. Many dentists are concerned about various aspects in esthetics, such as morphology of the tooth, value, chroma, hue, translucency, surface texture, etc. But they do not usually consider various methods to restore occlusion. They treat one-tooth-missing area in a similar way in spite of patients having variety of occlusal patterns. Three cases are presented here in 3 or 4-unit bridge restoration. They show some methods to restore patients' occlusal patterns.

• 한국공간구조학회논문집
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• 제14권2호
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• pp.69-78
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• 2014

The purpose of this study is to increase applicability of high strength steel, HSA800 to the structure. Selected study of structure is to consider high strength steel, and following parts, 1) Tensile member with no consider of buckling, 2) Truss existing both tension and compression members with small slenderness ratio. This studied structure is included tension column hang on to the upper bridge truss. The structure element quantity with apply HSA800 instead of SM570 is reduced about 38.9% of tension column and 29.7% of bridge truss. In addition, the number of element's division is reduced about two sections due to reduction of self weight that the crane is able to lift up. This improves to reduce erection sequence and construction period which can save about a month. All connections are reviewed as welding and bolt. Also, the cost of welding is reduced about 41.3% due to apply HSA800. In conclusion, applying HSA800 to the hanging structure aggressively can secure economic and constructability.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.473-476
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• 2008

국내에는 2만개이상의 크고 작은 교량이 있으며, 매년 그 수가 늘어나고 있다. 현재는 이 중 일부 특수 교량에 상시 감시가 가능한 유지관리 모니터링 시스템을 구축하여 전문적으로 관리하고 있으나 앞으로 그 범위가 크게 확대 될 전망이다. 이런 교량 상시 유지관리 시스템의 기본 계측항목 중 경간 중앙부 처짐은 교량의 전체 안전 상태를 파악할 수 있는 중요한 계측항목이다. 본 연구는 지금까지 교량 상시 유지관리 시스템에 적용된 경간 중앙부 처짐에 대한 관리기준치 설정방법을 조사하고 간단한 실내 구조실험을 통하여 현재 적용 중인 교량 경간 중앙부 처짐에 대한 관리기준치의 여유도를 추정하여 보았다.

• 전력전자학회논문지
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• 제15권2호
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• pp.127-133
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• 2010

본 논문에서는 전기자동차용 리액터리스 고효율 승압형 DC/DC컨버터를 제안한다. 제안한 컨버터는 1차측 Full Bridge의 모든 스위치에서 영전류 스위칭을 적용하여 턴 온/턴 오프시 스위칭 소자에 생기는 전력 손실을 감소시키므로서 효율을 개선한다. 그리고 ZCS(Zero Current Switching)를 위한 L-C공진 회로 중 리액턴스 성분을 1, 2차 절연을 위한 고조파 변압기의 누설인덕턴스 성분으로 대체함으로서 별도의 리액터를 추가하지 않기에 시스템 사이즈 및 비용을 줄일 수 있다. 제안된 컨버터의 타당성 검증을 위하여 본 논문에서는 PSIM을 이용하여 시뮬레이션을 수행하였으며 실제 5[KW]급 DC/DC컨버터를 제작하여 실험을 수행하였다. 실험결과 제안된 컨버터의 효율이 매우 우수함을 확인하였다.

• 헤리티지:역사와 과학
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• 제33권
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• pp.308-336
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• 2000

Bridge - Treading was a flok festival that was held on the night of the 1st full moon of the lunar new years. Men and women, both young and old, took pan in it in the belief that crossing a bridge, or bridges, back and forth, the same number of times as the number of years they were old, on this night would prevent all types of leg and foot ailments from occurring throughout the coming year. The practice was carried on mainly around the Seoul central region of Korea. Though it has now largely disappeared, it has been reatores in the Yeoju area. According to the Korean almanac and other chronicles, it was once practiced throughout the land. It is in the preserved was brige-treading festival of yeoju, however, that both the original form, transmission, and function are clarified and brought to light. In this regard, when compares to similar festivals of other region such as Songpa and Kwacheon, it is found that of Yeojo has a special characteristic. Accompanied by folksongs, music, and dance, this was not a religions festival in the strict sense, but rather an annual custom filled with mirth and merriment that formed an integral part of Korean folk culture.

• Structural Engineering and Mechanics
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• 제70권3호
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• pp.311-324
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• 2019

Long-span steel suspension bridges develop significant vibrations under the effect of external time-variable loadings because their slenderness. This causes significant stresses variations that could induce fatigue problems in critical components of the bridge. The research outcome presented in this paper includes a fatigue analysis of a long suspension bridge with 3300 meters central suspended span under wind action and train transit. Special focus is made on the counterintuitive interaction effects between train and wind loads in terms of fatigue damage accumulation in the hanger ropes. In fact the coupling of the two actions is shown to have positive effects for some hangers in terms of damage accumulation. Fatigue damage is evaluated using a linear accumulation model (Palmgren-Miner rule), analyses are carried out in time domain by a three-dimensional non-linear finite element model of the bridge. Rational explanation regarding the above-mentioned counterintuitive behavior is given on the basis of the stress time histories obtained for pertinent hangers under the effects of wind and train as acting separately or simultaneously. The interaction between wind and train traffic loads can be critical for a some hanger ropes therefore interaction phenomena within loads should be considered in the design.

• 한국구조물진단유지관리공학회 논문집
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• 제12권1호
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• pp.127-134
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• 2008

내진설계기준이 점차 강화되고 다경간 연속화에 대한 시도가 증가됨에 따라 기존의 내진설계로는 지진력의 처리가 곤란하여 다점고정장치와 감쇠를 통해 지진에너지를 소산시키는 장주기화, 분산, 감쇠를 통해 지진력을 효과적으로 감소시키는 면진장치의 사용이 날로 증가하고 있다. 그러나 내진장치 적용에 대한 다양성 부재와 장치를 적용한 설계경험의 부족 등의 이유로 특정교량에 적절한 내진장치를 선정하는데 상당한 어려움이 따르고 있다. 따라서 본 연구에서는 다양한 내진장치가 적용된 교량의 지진시 거동특성에 대한 연구를 수행하여 받침장치 선정시 활용할 수 있도록 하였다.

• Journal of Electrical Engineering and Technology
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• 제1권2호
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• pp.185-191
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• 2006

In this paper, a novel stator hybrid excited doubly salient permanent magnet (SHEDS-PM) brushless machine with a special magnetic bridge is proposed for the first time. The originality of this machine is purposely to add a magnetic bridge in shunt with each PM pole, which not only maintains the stator lamination in its entireness, but also amplifies the effect of DC field flux on PM flux. An equivalent magnetic circuit is presented to clarify the novelty. Based on the 2-D finite element analysis, the static characteristics of the SHEDS-PM machine, namely phase flux linkage, back-EMF, cogging torque, winding inductance and static torque are deduced. The corresponding results on a prototype machine illustrate that the proposed machine is promising for application to electric vehicles.