• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.2
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• pp.13-22
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• 2001

지진하중을 받는 다경간 단순형교의 낙교방지대책으로 적용되는 cable restrainer를 적절하게 설계하기 위해서는 restrainer의 보강효과에 대한 분석이 우선적으로 이루어져야한다. 본 연구에서는 단순지지 다경간 교량시스템을 중심으로 restrainer로 보강된 교량의 보강효과와 다양한 교량의 영향 요소를 고려할 수 있는 단순화된 해석모형을 개발하였으며, 이를 바탕으로 대상교량의 인접 진동계간의 상대거리, 충돌력, 하부교각으로 전달되는 전단역과 휨모멘트의 변화 등의 동적거동특성을 조사하여 restrainer의 보강효과를 분석하였다. 또한, restrainer의 여유길이 변화, 강성변화, 그리고 restrainer 길이변화에 따른 응답특성을 분석하였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.13 no.4
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• pp.290-295
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• 2001

Subsets pipelines are exposed to several potential risks of damage due to corrosion, soil instability, anchor impact and other hazards. One of the main risk factors for the safety of a subsea pipeline is its free spanning. This paper examines the safety of subsea pipelines with free span under axial compressive load. The variation of allowable lengths of dynamic free span is examined for generalized boundary conditions. The free span is modelled as a beam with an elastic foundations and the boundary condition is replaced by linear and rotational springs at each end. A dynamic free span curve is obtained with a function of non-dimensional parameters and can be used usefully for the design of subsea pipelines with a free span. A case study is carried out to introduce the application method of the curve.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.234-237
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• 2010

본 연구에서는 변단면을 갖는 FCM(Free Cantilever Method) 교량의 설계 단계에서 교각 위치 변경에 따른 경간장 변화와 그로 인한 박스 거더의 형상을 자동 조정하여 설계단계에서의 효율성 향상을 위해 3차원 파라메트릭 모델링 방법을 적용하였다. 이를 위해 FCM 교량 설계 지침서를 분석하여 경간장 변화와 관련된 매개변수들을 추출하고 이들의 관계를 구속조건으로 정의하였다. 또한, 정의한 구속조건의 적용을 통해 대상교량의 파라메트릭 모델링을 수행하여 그 적용 가능성을 검증했으며 결과로 생성된 교량 모델의 물량산출을 수행하여 모델의 정확성을 검증했다.

• Journal of Korean Society of Steel Construction
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• v.22 no.1
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• pp.13-20
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• 2010

Seismic risk assessment of railway bridges is an important issue for a transportation network, because loss of functionality of railway bridges could result in severe disruption of the railway line, as no redundant routing systems generally exist. Although many studies have been conducted by numerous researchers regarding fragility analyses of bridge structure, little or no studies have been done for fragility analyses of a class of bridge structures considering their geometric variability. This study performs a fragility analysis for Track-on Steel-Plate-Girder (TOSPG) railway bridges in Korea considering their span variability. Seismic fragility curves are developed for a series of bridges with different spans varying from 2 to 15. At last, the fragility curves for the whole TOSPG bridges in Korea are also developed using the total probability theorem. This study is expected to effectively contribute to the seismic risk assessment of railway lines, where a number of bridges are present.

• International Journal of Highway Engineering
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• v.13 no.1
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• pp.1-11
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• 2011

This study is aimed at suggesting a plan for creating a landscape environment by grasping a landscape preference according to the change of middle span and sag ratio which is a consideration factor when designing the suspension bridge representing long-span bridges and image property of the bridge while applying SD method to a relation between landscape preference and image factor, and a connection of design element with image factor. An analysis on landscape preference about the bridge landscape showed from what the longer the length of middle span, the extent of sag ratio of preference decreased, the longer the middle span low sag ratio was preferred and the higher the landscape preference became. In landscape preference and image factor, the attribute of sag ratio with high landscape preference was all positively correlated with "stability", "plasticity", and "aesthetic" but an influence of "plasticity" was insignificant. In the relation between design element and image factor, the factor of middle span and sag ratio was more related to the factor of "stability" and the lower the sag ratio and the longer the middle span, the higher the "stability" was rated. This result showed the image property of "plasticity" was insignificant among the one of preference in landscape and to highlight the one of "plasticity" a complementary experiment was done with a change in balance and symmetry elements not in proportional element of middle span and sag ratio. The result showed the image property of "plasticity" was more highlighted in the suspension bridge of 3-tower and different bilateral symmetry at sag, and when designing the landscape of suspension bridge later on, the elements of balance and symmetry as well as the proportional element should be considered and reflected in the design.

• Proceedings of the KIEE Conference
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• summer
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• pp.506-508
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• 2004

본 연구의 목적은 환경변화의 영향으로 최대풍속이 증가된 상황에서 가공배전선로의 선간단락고장을 최소화할 수 있도록 배전선로의 완철길이별 최대경간을 설정하는 방법을 개발하는데 있다. 따라서 가공배전선로 수평선간거리 계산식 및 선간거리별 최대이도 계산식을 개발하였고 이를 적용하여 알루미늄피복 강심 알루미늄 절연전선(ACSR/AW-OC)의 완철길이별 최대이도를 산정하였으며, ACSR/AW-OC 160mm^2을 기준이도로 시설시 완철길이별 최대경간과 최악조건 및 EDS(Every Day Stress) 하중조건을 고려한 전선이 도로 시설시의 최대경간을 도출하였다.

• Proceedings of the KIEE Conference
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• 2005.07e
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• pp.25-27
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• 2005

본 연구의 목적은 환경변화의 영향으로 증가된 풍압에 대하여 선간단락고장을 예방할 수 있는 시설기준의 정립에 있다. 본 연구에서는 증가된 풍압 대비 특고압 ACSR/AW-OC(알루미늄피복 강심 알루미늄 절연전선)의 전 규격에 대한 선간거리별 최대이도를 계산하였고, 풍압지역별 임계경간 및 적용하중조건, 표를 고안하였으며, 이를 이용하여 기준이도 및 지역별 하중조건 적용 시의 최대경간을 최종적으로 도출하여 표로 고안하여 가공배전선로 설계자가 설계경간에 따라 적정 완철길이 및 전선이도를 결정할 수 있도록 하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.10-13
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• 2010

세그먼트 자중 등에 의한 휨모멘트와 케이블 수직압축력에 의한 합성응력이 발생되고 바닥판 경간비가 변하는 사장교의 시공단계에서는 전단지연의 영향범위가 다를 수 있다. 이 연구에서는 1면 케이블 콘크리트 박스 사장교를 대상으로 시공단계시 보강형에 고려되어야 할 합성응력에 의한 유효플랜지폭을 분석하였다. 그 결과 바닥판 경간비가 0.38 이하의 범위에서 보강형의 전폭을 유효플랜지폭으로 적용할 수 있는 것으로 해석되었다. 따라서 시공단계시 변화되는 바닥판 경간비의 크기에 관계없이 전폭을 유효플랜지폭으로 반영하는 실무관행은 안전측 설계가 되지 못할 수 가 있다. 바닥판 경간비가 작아짐에 따라서는 전폭과 캔틸레버 구조계로 유효플랜지폭을 결정하는 것이 타당하다. 이 연구에서는 수직력에 대한 도로교설계기준의 유효플랜지폭 규정에 대한 평가도 수행하였다.

• Journal of Korean Society of Steel Construction
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• v.14 no.2
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• pp.319-327
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• 2002

Development of high-strength and light-weight structural steel as well as advancement in steel structure analysis enable construction of long span steel arch bridge. In an economic viewpoint, however, the design values of long span steel arch bridge needs to be optimized to reduce construction cost and achieve proper levels of structural safety. This study investigated the girder depth and the rise-span ratio for optimum design values, as well as the spectral analysis for protection against earthquake. The relationship between rise-span ratio and girder depth was derived based on the parametric studies of the basic span lengths of 60, 70, 80, 90, and 100m using a commercial Cis SAP2000. The equation relating the two variables was derived using linear regression.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.8 no.1
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• pp.81-86
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• 1996

Subsea pipelines have an important role in the overall tasks of offshore oil and gas production but arc exposed to various hazards with high potential risks of damage resulting in serious economic loss and impact on ocean environment. In this paper, the dynamic free span is analysed, which is one of main risk factors against the safety of subsea pipelines and the allowable length of dynamic free span which is important for the design of subsea pipelines is determined. The allowable free span length is examined by considering the relationship between vortex shedding frequency and natural frequency of pipeline free span, and the variation of the allowable length is analysed for different boundary conditions of pipe ends. The free span is regarded as a beam on elastic foundations and the boundary condition of the beam is generalized by modelling as restrained by linear and rotational spring at each end. A non-dimensionalized curve is obtained to facilitate the determination of exact allowable length of dynamic free span for subsea pipelines and is applied to the pipelines which is to be installed in the gas fields of the south of East Sea of Korea.