• 대한안전경영과학회지
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• 제23권4호
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• pp.67-72
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• 2021

To ensure the safety and functionality of a railroad bridge, maintaining the integrity of the bridge via continuous structural health monitoring is important. However, most structural integrity monitoring methods proposed to date are based on modal responses which require the extracting process and have limited availability. In this paper, the applicability of the existing damage identification method based on free-vibration reponses to time-domain deflection shapes due to moving train load is investigated. Since the proposed method directly utilizes the time-domain responses of the structure due to the moving vehicles, the extracting process for modal responses can be avoided, and the applicability of structural health evaluation can be enhanced. The feasibility of the presented method is verified via a numerical example of a simple plate girder bridge.

• 대한토목학회논문집
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• 제9권3호
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• pp.1-12
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• 1989

사장교는 경간이 크기 때문에 발생하는 대변형 효과, 케이블의 현수 작용, 그리고 축력으로 인한 휨 강성 변화 등으로 비선형 거동이 나타난다. 사장교의 동적 거동은 구조물 안정성 검사를 위한 중요한 요소가 된다. 특히, 편재 이동하중이 작용하는 경우, 연직 변위와 비틂 변위는 복합될 뿐만 아니라 단면 좌우의 케이블 축력 변화도 중요한 동적 특성을 나타낸다. 본 연구에서는 편재 이동하중이 작용하는 사장교의 해석을 위한 이론적 연구와 유한 요소법을 제시하였고 이동 하중의 속도변화와 편심량의 크기에 따라 케이블의 장력과 절점 변위에 대한 동적 거동을 규명하였다. 본 연구에서 수행한 해석 결과에 따르면, 편재 이동 하중을 받는 사장교의 해석에서는 주형의 비틂과 이로 인한 케이블 축력 증가도 고려해야 할 것으로 사료된다.

• 한국구조물진단유지관리공학회 논문집
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• 제10권6호
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• pp.87-94
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• 2006

교량의 설계 및 시공에 있어 적절한 설계하중을 산정하기 위해 차량의 하중을 측정하는 것은 매우 중요하다. 본 논문에서는 이동하중에 대해 다축의 모멘트 영향선을 이용하여 시간에 따라 하중을 식별하는 알고리듬을 제안하였다. 또한 2개 이상의 하중을 식별하는 경우, 시간에 따른 하중 식별 결과가 심한 진동을 하기 때문에 밀도추정함수를 통해 최종 식별하중을 구하는 방법을 제안하였다. 단경간 판형교에 대한 수치예제를 수행하여 제안한 알고리듬 및 방법들을 검증하였다. 수치예제에서는 계측오차와 속도오차에 대한 오차분석을 수행하였다. 또한 제안된 알고리듬을 6m 길이의 강재 모형교량을 이용한 실내실험을 통해 재검증하였다. 속도와 하중의 종류에 따라 하중식별 능력이 달랐으나 개발한 알고리듬이 최대 10% 수준의 오차 내에서 하중을 식별할 수 있음을 확인하였다.

• 드라이브 ㆍ 컨트롤
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• 제16권2호
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• pp.8-14
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• 2019

A typical gantry crane is generally used to lift and transport objects in various workplaces. Most of the supporting structures in a gantry crane are fixed on the ground while the moving hoist is running overhead along the girder. There are some disadvantages to its long installation time and high installation cost. Therefore, a hydraulic based gantry crane was studied to solve the issues of typical gantry cranes. The supporting structure of the proposed gantry crane consisted of a hydraulic cylinder and telescopic boom. The dimension of the proposed gantry crane can be decreased due to its simplified structure. The analytical and theoretical methods were used to verify the structural stability of the proposed crane. The most severe load condition was considered for the analysis, and the stress and deflection of the structure are analyzed. The simulation results were as expected from the theoretical analysis. Finally, the structural and dynamic safety of the proposed hydraulic based gantry crane was validated. The obtained results can be used as guidelines in the design process of the hydraulic based gantry crane.

• 한국재난정보학회 논문집
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• 제9권2호
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• pp.188-194
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• 2013

철도의 고속화가 진행됨에 따라 보다 경제적인 고속선용 교량 시스템의 개발을 위한 연구가 활발히 진행되고 있다. 이 논문에서는 기존의 프리스트레싱기법에 새로운 방식으로 추가적인 프리스트레스를 도입할 수 있는 바이프리스트레싱기법을 이용한 신형식 거더를 소개하였다. 추가적인 인장력은 단면 상부에 설치된 강봉 사이에 쐐기형 핀바를 삽입하여 도입할 수 있다. 신형식 거더가 적용된 철도교량의 고속선 적용성은 동적해석을 통한 안정성 검토를 통하여 수행하였다. 동적안정성 검토는 30m, 35m 및 40m 경간의 교량시스템에 대한 KTX 이동하중해석을 통하여 수행하였다. 검토 결과 개발된 교량은 구조적 안정성, 주행안전성, 승차감 확보를 위하여 검토되고 있는 제한값을 모두 만족하는 것으로 나타났다.

• Steel and Composite Structures
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• 제48권2호
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• pp.207-233
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• 2023

Steel-concrete composite box girder bridges are widely used in the construction of highway and railway bridges both domestically and abroad due to their advantages of being light weight and having a large spanning ability and very large torsional rigidity. Composite box girder bridges exhibit the effects of shear lag, restrained torsion, distortion and interface bidirectional slip under various loads during operation. As one of the most commonly used calculation tools in bridge engineering analysis, one-dimensional models offer the advantages of high calculation efficiency and strong stability. Currently, research on the one-dimensional model of composite beams mainly focuses on simulating interface longitudinal slip and the shear lag effect. There are relatively few studies on the one-dimensional model which can consider the effects of restrained torsion, distortion and interface transverse slip. Additionally, there are few studies on vehicle-bridge integrated systems where a one-dimensional model is used as a tool that only considers the calculations of natural frequency, mode and moving load conditions to study the dynamic response of composite beams. Some scholars have established a dynamic analysis model of a coupled composite beam bridge-train system, but where the composite beam is only simulated using a Euler beam or Timoshenko beam. As a result, it is impossible to comprehensively consider multiple complex force effects, such as shear lag, restrained torsion, distortion and interface bidirectional slip of composite beams. In this paper, a 27 DOF vehicle rigid body model is used to simulate train operation. A two-node 26 DOF finite beam element with composed box beams considering the effects of shear lag, restrained torsion, distortion and interface bidirectional slip is proposed. The dynamic analysis model of the coupled composite box girder bridge-train system is constructed based on the wheel-rail contact relationship of vertical close-fitting and lateral linear creeping slip. Furthermore, the accuracy of the dynamic analysis model is verified via the measured dynamic response data of a practical composite box girder bridge. Finally, the dynamic analysis model is applied in order to study the influence of various mechanical effects on the dynamic performance of the vehicle-bridge system.

• Smart Structures and Systems
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• 제23권4호
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• pp.359-371
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• 2019

As part of a structural health monitoring system, the relative geometric relationship between a ship and bridge has been recognized as important for bridge authorities and ship owners to avoid ship-bridge collision. This study proposes a novel computer vision method for the real-time geometric parameter identification of moving ships based on a single shot multibox detector (SSD) by using transfer learning techniques and monocular vision. The identification framework consists of ship detection (coarse scale) and geometric parameter calculation (fine scale) modules. For the ship detection, the SSD, which is a deep learning algorithm, was employed and fine-tuned by ship image samples downloaded from the Internet to obtain the rectangle regions of interest in the coarse scale. Subsequently, for the geometric parameter calculation, an accurate ship contour is created using morphological operations within the saturation channel in hue, saturation, and value color space. Furthermore, a local coordinate system was constructed using projective geometry transformation to calculate the geometric parameters of ships, such as width, length, height, localization, and velocity. The application of the proposed method to in situ video images, obtained from cameras set on the girder of the Wuhan Yangtze River Bridge above the shipping channel, confirmed the efficiency, accuracy, and effectiveness of the proposed method.

• 한국전산구조공학회논문집
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• 제15권4호
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• pp.693-702
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• 2002

본 연구에서는 고속철도 열차와 교량구조물의 상호작용에 의한 동적응답을 보다 정밀하게 분석하기 위해 3차원의 주행차량모형을 적용한 20량편성정밀 열차모형과 경부고속철도의 주교량 형식인 2경간 연속 PSC 박스거더교(2@40m)를 대강으로 3차원의 뼈대요소를 사용한 교량모형을 이용하여 철도교의 동적거동 해석 프로그램을 개발하였으며, 열차의 주행시험 결과와의 비교를 통해 개발된 프로그램의 타당성을 검증하였다. 또한 보다 효율적인 열차모형을 제시하기 위해 다양한 편성모형 및 하중모형의 조합에 따른 분석결과에 의하면 가장 무거운 KTX의 동력차를 대상으로 주행차량모형을 적용하고 나머지 차량들은 주행하중모형을 적용한 혼합모형이 효율적인 것으로 판단되었으며, 경부고속철도와 같이 복선구조의 교량인 경우에는 열차의 교행에 의해 증폭될 수 있는 교량의 동적응답 특성에 대한 체계적인 검토가 필요한 것으로 나타났다

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.218-225
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• 2000

This paper presents intermediate results of an on-going research for identification of the modal and the stiffness parameters of a bridge based on the ambient vibration data caused by the traffic loadings. The main algorithms consist of the random decrement method incorporating band-pass filters for estimation of the free vibration signals the cross spectral density method for identification of the modal parameters and the neural networks technique for estimation of the element-level stiffness changes. An experimental study is carried out on a scaled bridge model with a composite section subjected to various moving vehicle loadings. Vertical accelerations are measured at several locations on the girder. The estimated frequencies and mode shapes are found to be well-compared with those obtained from the impact tests. The estimated stiffness changes using the neural networks are found to be very good for the case with the simulated data. However the accuracy is found to be not quite satisfactory for the case with the experimental data particularly for the small value of the stiffness changes.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1526-1532
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• 2011

Railway bridges are highly susceptible to resonance due to the equidistant axle load with constant speed of train. Thus, it is necessary to verify dynamic characteristics and quantities against dynamic guidelines. Recently, many newly developed bridge systems have been developed for medium span length between 30m and 40m. However, less variety of bridge systems are available for span length between 45m and 50m. Steel box girder is considered as an alternative for span length between 45m and 50m. This study is to investigate the dynamic properties and safety of steel box railway bridge. Modal properties are extracted and moving load analyses are performed using mode superposition method. The results are then compared to various standards.