• 대한토목학회논문집
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• 제28권1A호
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• pp.105-113
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• 2008

곡선 강박스거더교는 부분적인 일사에 의해 교량단면에 불균등한 온도분포와 함께 기타 불리한 하중조건이 복합되어 작용되므로 교량의 수명이 단축되거나 사용성을 저하시킬 수 있는 문제점을 가지고 있다. 따라서 곡선교 설계 시 방위각, 받침배치방식, 형상 등에 따라 온도에 의한 영향을 고려해야 하지만 온도거동의 특성이 명확히 규명되어 있지 않을 뿐만 아니라 현행 설계기준의 규정도 명확하지 못하여 보다 많은 연구가 필요한 실정이다. 본 연구에서는 기존의 연구에서 제안된 일사량 계산식과 열전달 유한요소해석기법을 병용하여 곡선 강박스거더교의 기하학적 형상 및 방위각에 따라 변화하는 온도분포를 보다 쉬운 방법으로 예측하는 기법을 개발하였고 실측된 곡선교의 온도자료를 통해 검증하였다. 또한, 개발된 온도분포예측기법과 3차원 구조해석을 이용하여 일사에 의한 곡선교의 거동을 분석한 결과, 곡선 외측면이 남측을 향하는 경우에서 고정단측 받침의 교축방향과 교축직각방향 반력이 크게 나타났으며 곡선반경이 감소할수록 모든 방향의 반력이 증가하는 경향을 보였다. 본 연구에서 제안한 온도분포예측기법을 바탕으로 향후 관련 연구를 통해 현재의 설계기준을 보완할 수 있는 합리적인 온도하중의 제시가 가능할 것으로 판단된다.

• Interaction and multiscale mechanics
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• 제4권4호
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• pp.273-289
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• 2011

The vibration response of the bridges under the moving vehicular load is of importance for engineers to estimate the serviceability of existing bridges and to design new bridges. This paper deals with the three dimensional vibration analysis of prestressed concrete bridges under moving vehicles. The prestressed bridges are modeled by four-node isoparametric flat shell elements with the transverse shearing deformation taken into account. The usual five degrees-of-freedom (DOFs) per node of the element are appended with a drilling DOF to accommodate the transformation of the local stiffness and mass matrices to the global coordinates. The vehicle is modeled as a single or two-DOF system. A single-span prestressed Tee beam and two-span prestressed box-girder bridge are studied as the two numerical examples. The effects of prestress forces on the natural frequencies and dynamic responses of the bridges are investigated.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1990년도 가을 학술발표회 논문집
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• pp.101-104
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• 1990

The program which could determine cross-sectional dimensions of the box girder bridge at tile stage of preliminary design was developed using the optimal technique in this study. It could minimize the cost and time required in the design of box girder bridges and the construction with the prestressed precast segmental method. Objective cost function consisted of four independent variables such as widths and depth of the cross-section. The Nelder-Mead method was used to solve the nonconstrained nonlinear problem like this.

• 한국구조물진단유지관리공학회 논문집
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• 제10권5호
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• pp.97-105
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• 2006

일반적으로 PSC 교량은 여러개의 강선을 포함하며, 이러한 강선들의 긴장순서에 따라 정착부의 파열력의 크기는 좌우된다. 그럼에도 불구하고 강선긴장순서에 대한 연구부족으로 강선긴장시 긴장순서를 설계자의 경험이나 직관에 의하여 결정하고 있다. 본 연구에서는 정착부의 파열력을 산정하는 여러 방법에 대하여 고찰한 후, 가장 합리적인 해석방법을 선택하여 PSC 교량중에서 가장 대표적인 PSC빔교와 PSC박스거더교에 대하여 해석을 통한 합리적인 긴장순서를 결정하였다. 본 연구에서 제시한 방법은 PSC교량 정착부의 파열력을 최소화하는 강선긴장순서 결정에 유용한 방법이 될 것이다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1536-1541
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• 2011

Simple girder bridges are more economical than commonly used PSC box girder bridges in high-speed railway construction, if they secure the riding stability. In this study, the dynamic behavior and riding stability of the newly developed precast V-girder bridge are analyzed. The dynamic moving load analysis is used including two train load case : the KTX train and freight train.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.591-596
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• 2001

In case of continuous steel box-girder bridges, the magnitude of the longitudinal tensile stress on concrete in internal support is larger than the tensile strength of concrete. In this paper, the parametric study was performed to present the effective magnitude of the longitudinal prestress for reducing the longitudinal tensile stress to decrease under the tensile strength of concrete. The parametric study is conducted with changing the steel box-girder section and the span length of bridge. Three dimensional finite element analyses are conducted with ABAQUS program. The behavior of the steel box-girder bridge with prestress is investigated through experimental works on a analogous steel box-girder bridge model, and their results are compared with those of analytical studies.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.47-53
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• 1998

Many kinds of methods have been developed to carry out transverse analysis of prestressed concrete(PSC) box girder bridges. However, most bridge engineers only use the simple frame model to analyze PSC box girder in transverse direction because of its simplicity and easy usage. But, this frame model has many problems such that it can't consider warping, distortion and longitudinal load distribution. In this study, the results from simple frame model and 3-dimensional shell model with UIC load are compared to show its validity. The results from frame model are slightly larger than those of shell model in symmetric loading case. But, positive bending moment of top slab is larger in shell model than frame model in case subject to anti-symmetric loading. It shows that simple frame model can't always give conservative results, so a practical tool whose treatment is easy and whose product is reliable shall be developed as soon as possible.

• Wind and Structures
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• 제35권4호
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• pp.243-253
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• 2022

The conformal mapping method (CMM) has been broadly exploited in the study of fluid flows over airfoils and other research areas, yet it's hard to find relevant research in bridge engineering. This paper explores the feasibility of CMM in streamlined box girder bridges. Firstly, the mapping function transforming a unit circle to the streamlined box girder was solved by CMM. Subsequently, the potential flow solution of aerostatic pressure on the streamlined box girder was obtained and was compared with numerical simulation results. Finally, the aerostatic pressure attained by CMM was utilized to estimate the aerostatic coefficient and flutter performance of the streamlined box girder. The results indicate that the solution of the aerostatic pressure by CMM on the windward side is satisfactory within a small angle of attack. Considering the windward aerostatic pressure and coefficient of correction, CMM can be employed to estimate the rate of change of the lift and moment coefficients with angle of attack and the influence of the geometric shape of the streamlined box girder on flutter performance.

• Wind and Structures
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• 제12권4호
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• pp.285-298
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• 2009

For long-span suspension bridges with their intrinsic limit in flutter, some counter measures, for example, central stabilizers, should be adopted to improve aerodynamic stability to meet with the appropriate wind resistance requirements. The present paper introduces aerodynamic stabilization for long-span suspension bridges with box girders by using central stabilizers based on Xihoumen Bridge with the main span of 1650 m. The aerodynamic stabilization study covers experimental investigation of sectional model testing, comprehensive evaluation of three central stabilizers and theoretical analysis of stabilizing mechanism related to flutter derivatives, aerodynamic damping and degree participation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.251-256
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• 1999

In the preliminary design stage of Prestressed Concrete (PSC) Box Girder Bridges, the design factors(including depth, thickness of web, and jacking force) decided by inexperience designer could heavily affect the final design factors. So there is a possibility that the design ends up with an excessively wasteful design. To aim at an economical design with preventing an excessive design, the optimal design program has been developed by using ADS optimal program and SPCFRAME(PSC Bridge analysis program) in these studies. The optimal design program automatically calculates economically optimized design studies. The optimal design program automatically calculates economically optimized design factors by introducing the optimal design techniques of PSC box girder bridge design. The objective function for optimal design is material cost of box girder and constrained functions are constituted with design specifications and workability. The optimal design techniques used the Sequential Unconstraint Minimization Technique (SUMT) with performing the optimal design program. In this study, We designed unprismatic section bridge and prismatic section bridge in the same design condition by optimal design program developed in this study. By analyzing the results we suggested the practical form of tendon's layout comparing the optimal desingns on the basis of each tendon's layout.