• Earthquakes and Structures
• /
• 제8권6호
• /
• pp.1481-1497
• /
• 2015

Vertical earthquake ground motion may magnify vertical dynamic responses of structures, and thus cause serious damage to bridges. As main support structures, piers and bearings play an important role in vertical seismic response analysis of girder bridges. In this study, the pier and bearing are simplified as a vertical series spring system without mass. Then, based on the assumption of small displacement, the equation of motion governing the simply-supported straight girder bridge under vertical ground motion is established including effects of vertical deformation of support structures. Considering boundary conditions, the differential quadrature method (DQM) is applied to discretize the above equation of motion into a MDOF (multi-degree-of-freedom) system. Then seismic responses of this MDOF system are calculated by a step-by-step integration method. Effects of support structures on vertical dynamic responses of girder bridges are studied under different vertical strong earthquake motions. Results indicate that support structures may remarkably increase or decrease vertical seismic responses of girder bridges. So it is of great importance to consider effects of support structures in structural seismic design of girder bridges in near-fault region. Finally, optimization of support structures to resist vertical strong earthquake motions is discussed.

• 한국강구조학회 논문집
• /
• 제11권2호통권39호
• /
• pp.131-142
• /
• 1999

뒤틀림 효과를 고려한 곡선보의 일반적 거동은 Vlasov에 의해 제시된 미분 방정식으로 표시된다. 일반적으로 거더의 단면을 결정하는데 가장 큰 영향을 미치는 요인은 휨모멘트이다. 곡선 교량 계획시 곡선격자형교의 단면을 쉽게 가정하기 위해서 본 논문에서는 직선거더와 곡선거더의 휨모멘트비를 제시하였다. 이 비는 중심각 ${\theta}(L/R)$를 변수로 하여 근사식으로 나타내었다. 이 휨모멘트 근사식과 제시된 영향선은 3경간 곡선격자형교를 보다 쉽게 설계하는데 이용될 수 있다.

• 콘크리트학회논문집
• /
• 제12권6호
• /
• pp.13-22
• /
• 2000

In order to resolve the problem of increasing traffic entailed by the economic development, road system is reorganization and new highways are built, and long span bridges over 40m are being constructed in environmental and aesthetic considerations. Most long span bridges that are currently being constructed are in general steel box girder and preflex girder bridges; however these types of breiges are less efficiency than PSC I-type girder bridges in terms of construction cost and maintenance. Therefore, in these study, structural efficiency of PSC I-type girders based on section parameters, concrete compressive strength and other design parameter is observed to develope new PSC I-type girder for long span bridges. As a results of analysis, most important design parameters that control the stress of the girder are found to be the top flange width and the height of girder. In this light, the relationship between the two variables is determined and cross-section details of the girder that most appropriates for the long span bridges are proposed. The use of high strength concrete appears to increase the general design span however the increase rate of the span from increasing concrete ultimate strength appears to be reduced depending on the span. Also, the optimal girder spacing is determined through the parameter studies of design span using the proposed girder.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2003년도 봄 학술발표회 논문집
• /
• pp.185-192
• /
• 2003

This study presents the Optimum Evaluation of PS Concrete Deck and High Strength Two Plate Girder System. Recently, for the simplification of structure and the long length of bridge, a small number girder bridge which minimized a number of girder by two is much designed and constructed. For the structural analysis, a finite element formulation considering with even the matter of torsion in the three-dimensional problem is presented. And connectively, for the design of optimum section, an algorithm of optimum design is developed. The section of a small number girder bridge which constituted of two girders and PS Concrete Deck is optimized by using optimum program developed in this study. and two girders bridge refered in this study is proved a efficiency and a economy by being compared and checked to the general plate girder bridge with five girder and Reinforced Concrete Deck.

• 콘크리트학회논문집
• /
• 제12권5호
• /
• pp.13-23
• /
• 2000

In this study, an flexural test on half-scale spliced PSC-I girder was conducted to verify the efficiency of the long span spliced girder as suggested by the Korean Highway Design Specification. The experimental results showed that the specimens developed a complex failure mode due to flexural-compression and torsional stress. The cracking moment of each girder was higher the experiment than was calulated by the ACI and the ultimate strength were the almost same. To estimate the safety and the structural efficiency of the spliced girder, the proposed Yielding Resistance Index(YRI) and ductility index by American Concrete Institutes were used based on the energy concept. The proposed YRI defined the ratio of crack resisting energy and the total energy calculated from load-displacement relationship. Based on the analysis of YRI and ductility index, the flexural behavior of the spliced girder was found to be efficient. Through the experimental results, the structural behavior of proposed spliced PSC I-type girder for long span bridge was found to be more efficient than the exsisting PSC I-type girders.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2007년도 정기 학술대회 논문집
• /
• pp.688-693
• /
• 2007

Nowadays various studies related with superstructure of bridges are developed and they pursuit more effective section of bridges superstructure, material and economical application of composite materials. CFT structure(Concrete Filled Steel Tubular Structure) is developed type of composite structure that concrete is filled with steel box, and the deformation of the member, stiffness and internal force will be improved by confinement effect of steel box and concrete. This paper introduces new type of girder, CFTA girder( Concrete- Filled and Tied Steel Tubular Arch Girder) which is combined with traditional CFT structure,arch effect and prestress through carrying out the structural analysis by computer programs. The computer programs which is used are ABAQCS and MIDAS, and the 12.2m girder which is applied same load and prestresses is analyzed and compared the results respectively.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.287-290
• /
• 2008

Resistance to lateral torsional buckling of steel I-girder (open section) is a very important design requirement. But, most studies of steel I-girder with corrugated webs were invested in shear behavior. Untill now, most studies about Lateral torsional buckling of I-girder with corrugated webs have been based on Lindner.J's study (Lateral torsional buckling of beamswith trapezoidally corrugated webs,1990). the study includes that the pure torsional constant of I-girder with corrugated webs $J_{cor}$ doesn't different from that of I-girder with flat webs. This paper pesents pure torsional constant of I-girder with corrugated webs by using finite element anaysis.

• 한국강구조학회 논문집
• /
• 제22권6호
• /
• pp.543-551
• /
• 2010

층고 감소, 내력 증대 등의 장점을 가지고 있는 기존 합성보의 특징 뿐만 아니라 사용 강재량의 감소까지 기대할 수 있는 단부 보강한 합성보(Eco-girder) 시스템이 개발되었다. Eco-girder 시스템의 개념은 효율적인 합성보의 설계를 위해 최대 모멘트가 발생하는 양단부만을 강판을 이용하여 보강하고, 중앙부 모멘트에 의하여 철골보 크기를 결정하는 구조시스템이다. 본 연구에서는 반복 휨하중을 받는 단부보강 합성보의 이력거동을 예측하기 위해 정밀한 FEM(Finite Element Method)보다는 간단한 표현과 동시에 원리에 충실한 수치적분에 의한 면내수치해석방법(Fiber Element Analysis)을 이용하였으며, 선행 연구된 실험 결과와의 비교를 통해 수치해석방법의 타당성을 검증하였다. 또한 기존 합성보와의 이력거동을 비교 분석하였다.

• Steel and Composite Structures
• /
• 제5권4호
• /
• pp.259-269
• /
• 2005

Many slab-on-girder bridges around the world are being assessed because they are approaching the end of their anticipated design lives or codes are permitting higher allowable loads. Current analytical techniques assume that the concrete and steel components act independently, typically requiring full-scale load testing to more accurately predict the remaining strength or endurance of the structure. However, many of the load tests carried out on these types of bridges would be unnecessary if the degree of interaction resulting from friction at the steel-concrete interface could be adequately modeled. Experimental testing confirmed that interface friction has a negligible effect on the flexural capacity of a slab-on-girder beam however, it also showed that interface friction is significant under serviceability loading. This has led to the development of an improved analytical technique which is presented in this paper and referred to as the slab-on-girder mixed analysis service load assessment approach.

• 한국철도학회논문집
• /
• 제19권4호
• /
• pp.515-525
• /
• 2016

도시형 자기부상열차 프리텐션 거더교의 최적설계를 위해서 설계변수 분석을 수행하였다. 자기부상철도용 거더 설계 시에는 중앙부 처짐을 고려해야 하므로 이와 연관있는 콘크리트 압축강도, 거더 형고, 거더 연장및 강연선비부착 길이를 설계변수로 선정하였다. 또한, 프리텐션 거더에서 지점부의 상연응력을 제어하기 위해서 강연선 개소수 및 배치방식을 설계변수로 선정하고, 강연선비부착률을 검토하였다. 설계변수 해석결과로부터 거더 처짐량에는 거더 형고와 거더 연장이 콘크리트 압축강도와 강연선 비부착 길이보다 더 큰 영향을 미치는 것을 확인하였고, 민감도 분석을 통해 설계 가중값을 제시하였다. 지점부 상연응력 제어를 위해서 비부착 강연선배치기준을 만족하는 경우에는 상연 긴장선 또는 철근배근이 필요한 것으로 확인되었다. 따라서 향후 경제성 및 시공성 향상을 위해 자기부상철도 가이드웨이의 하중특성을 고려한 비부착강연선 기준 향상에 대한 검토가 필요하다.