• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2009년도 춘계학술대회 논문집
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• pp.326-331
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• 2009

An algorithm is proposed for computing dynamic displacements of a bridge using FBG sensors. An existing algorithm for estimating dynamic displacements of a simply supported beam through mode superposition is extended and applied to various types of bridges with bending and torsional modes. The proposed algorithm is examined through field tests on a suspension span steel deck plate box girder bridge. Guidelines are provided for determining the number of modes and the number of strain gages to be used.

• Structural Engineering and Mechanics
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• 제61권3호
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• pp.427-436
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• 2017

This paper presents an experimental and analytical investigation on the behavior of a U-shaped girder subjected to operation, cracking and ultimate loads. A full-scale destructive test was conducted on a U-shaped girder to study the cracking process, load-carrying capacity, failure mechanism and load-deformation relationships. Accordingly, the tested U-shaped girder was modeled using ANSYS and a non-linear element analysis was conducted. The investigation shows that the U-shaped girder meets the specified requirements of vertical stiffness, cracking and ultimate load capacity. Unfavorable torsional effect is tolerable during operation. However, compared with box girders, the U-shaped girder has a more transverse mechanical effect and longitudinal cracks are apt to occur in the bottom slab.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 추계학술대회 논문집
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• pp.583-586
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• 2012

Wind turbine industry is booming and spending a lot on research for improving the performance of its present machines and increasing their capacity. Wind turbine requires service life of about 20 years and each canponents of wind turbine requires high durability, because installation and maintenance costs are more expensive than generated electricity by wind-turbine. So the design of wind turbine must be verified in various condition before production step. For this work, high reliability model for analysis is required. Drivetrain model is modeled by multibody dynamic modeling method. The model constituted with rotor blades, hub, main shaft, gear box, high speed shaft and generator. Natural frequency and torsional stiffness of drivetrain are calculated and analyzed.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2010년도 정기 학술발표대회
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• pp.41.1-41.1
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• 2010

복부 파형강판 PSC 박스거더는 상부와 하부에 콘크리트 슬래브를 갖고 있으며, 복부에만 강판이 사용되는 특수한 형태의 교량이다. 해당 형식의 비틀림 거동을 이해하기 위해서는 상, 하부 콘크리트의 비틀림 거동에 대해 먼저 분석한 후, 비틀림에 의한 전단변형률이 거더 단면의 모든 구간에서 동일하다는 적합조건을 이용하여 복부의 비틀림 거동을 이해해야 한다. 기존의 복부 파형강판을 갖는 PSC 박스거더에 대한 연구는 전단거동(Easley, 1969; Elgaaly et al., 1996; 문지호 외, 2004; 이종원 외, 2005) 및 휨 거동(Elgaaly et al., 1997; Abbas et al., 2006, 2007; 문지호 외 2008)에 대하여 수행되어 왔으며, 이러한 연구들은 파형강판 자체에 국한되는 경향이 있다. 특히나 전체 복합거더의 비틀림 거동에 대한 연구는 크게 부족한 상황이며, 기존의 연구(Mo et al., 2000)는 균열 발생 이후의 비틀림 거동에 대해서만 수행되었고, 슬래브가 갖는 인장 강도를 무시하였다. 본 연구에서는 콘크리트의 비틀림 발생 이전과 이후를 모두 예측할 수 있는 방법을 제안하였고, 이를 토대로 시행오차법이 적용된 해석 알고리즘을 제작하였으며, 유한요소해석을 통하여 검증하였다.

• Structural Engineering and Mechanics
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• 제40권2호
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• pp.279-295
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• 2011

A solution of space curved bars with generalized Winkler soil found by means of Transfer Matrix Method is presented. Distributed, concentrated loads and imposed strains are applied to the beam as well as rigid or elastic boundaries are considered at the ends. The proposed approach gives the analytical and numerical exact solution for circular beams and rings, loaded in the plane or perpendicular to it. A well-approximated solution can be found for general space curved bars with complex geometry. Elastic foundation is characterized by six parameters of stiffness in different directions: three for rectilinear springs and three for rotational springs. The beam has axial, shear, bending and torsional stiffness. Numerical examples are given in order to solve practical cases of straight and curved foundations. The presented method can be applied to a wide range of problems, including the study of tanks, shells and complex foundation systems. The particular case of box girder distortion can also be studied through the beam on elastic foundation (BEF) analogy.

• Structural Engineering and Mechanics
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• 제40권1호
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• pp.65-84
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• 2011

In this paper a simple mathematical model for approximate static analysis of combined system of framed tube, shear core and two outrigger-belt truss structures subjected to lateral loads is presented. In the proposed methodology, framed tube is modeled as a cantilevered beam with a box section and interaction between shear core and outrigger-belt truss system with framed tube is modeled using torsional springs placed at location of outrigger-belt truss; these torsional springs act in a direction opposite to rotation generated by lateral loads. The effect of shear lag on axial deformation in flange is quadratic and in web it is a cubic function of geometry. Here the total energy of the combined system is minimized with respect to lateral deflection and rotation in plane section. Solution of the resulting equilibrium equations yields the unknown coefficients of shear lag along with the stress and displacement distributions. The results of a numerical example, 50 storey building subjected to three different types of lateral loading obtained from SAP2000 are compared to those of the proposed method and the differences are found to be reasonable. The proposed method can be used during the preliminary design stages of a tall building and can provide a better understanding of the effects of various parameters on the overall structural behavior.

• 한국강구조학회 논문집
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• 제19권6호
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• pp.671-680
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• 2007

본 연구에서는 연속 2-거더교에서 하부 수평브레이싱의 유 무에 따른 하중분배효과를 파악하기 위하여 실제 교량으로부터 1/5 축소 제작된 모형 교량을 이용하여 재하 실험을 수행하였다. 실험 결과에 의하면 편재하된 하중에 대해 수평브레이싱이 설치되면 바닥판과 가로보의 구조적 기능이 향상되어 하중의 분배효과가 증가하는 것으로 나타났다. 한편, 해석모델을 사용하여 수평브레이싱 유 무에 따른 하중분배율을 정량적으로 평가해 본 결과, 수평브레이싱이 미설치된 경우는 대부분 바닥판에 의해 편재하 하중의 21% 정도가 반대측 거더로 전달되었고, 설치된 경우는 가로보와 브레이싱, 그리고 바닥판 모두 하중분배에 기여하여 하중분배효과가 1.7배 정도 증가하는 것으로 나타났다. 이는 수평브레이싱이 설치로 인해 가로보와 바닥판, 그리고 수평브레이싱 부재가 유사폐합단면을 구성하여 시험체의 비틂 강성이 증가되기 때문으로 분석되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제13권3호통권55호
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• pp.101-109
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• 2009

FBG센서로 변형율을 계측하고 추정 가능한 일부 저차모드를 중첩하여 교량의 동적변위를 추정하는 알고리즘을 제안하였다. 모드별 진동형상은 단순보의 이론식에서 유도하였고, 일반화좌표는 FBG센서에서 계측한 변형율에서 유도하였다. 일반 교량의 저차모드에서 발생하는 휨 및 비틀림모드는 각 거더별 혹은 구간별로 분리하여 단순보의 이론적 휨모드로 고려함으로써 다양한 형식의 교량에 적용할 수 있도록 하였다. 알고리즘의 적용에 고려해야 할 진동모드의 개수 및 변형율 센서의 개수를 결정하는 기준은 이론적으로 제시되었다. 제안된 방법의 효용성을 다양한 형식의 교량에 대한 수치예제, 모형교량에 대한 실내실험 및 자기부상열차용 PC Box 거더교에 대한 현장실험을 통해 검증하였다. 수치예제에서는 교량 진동형상의 오차 및 변형률 측정 오차가 동적변위 추정 결과에 미치는 영향을 분석하였다.

• Advances in concrete construction
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• 제3권4호
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• pp.295-316
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• 2015

A bridge widening technology using steel-concrete composite system was developed and is presented in this paper. The widened superstructure system consists of a newly built composite steel-concrete girder with concrete deck and steel diaphragms attached to the existing concrete girders. This method has been applied in several bridge widening projects in China, and one of those projects is presented in detail. Due to the higher stiffness-to-weight ratio and the rapid erection of composite girders, this widening method reveals benefits in both mechanical performance and construction. As only a few methods for the design of bridges with different types of girders are recommended in current design codes, a more accurate analytical method of estimating live load distribution on girder bridges was developed. In the analytical model, the effects of span length, girder pacing, diaphragms, concrete decks were considered, as well as the torsional and flexural stiffness of both composite box girders and concrete T girders. The study shows that the AASHTO LRFD specification procedures and the analytical models proposed in this paper closely approximate the live load distribution factors determined by finite element analysis. A parametric study was also conducted using the finite element method to evaluate the potential load carrying capacities of the existing concrete girders after widening.

• 한국자동차공학회논문집
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• 제6권1호
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• pp.163-181
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• 1998

In this study, the objective is determine the optimal design variable of engine mount system using the rubber mount of bush-type which is usually utilized in passive control to minimize vibrations of vehicle body or transmission from engine into body. The engine model adopted in this study is 4-cylinder, 4-stroke gasoline engine support- ed by 4-points. The system is modelled in 10 d.o.f.-rigid body motion of the engine & transmission in 6 d.o.f., elastic motion of vehicle body in 4 d.o.f.(1st torsional, 1st vertical and 1st & 2nd lateral bending vibration mode). To consider the elastic motion of vehicle body, find the eigenvalues and mode shapes of vehicle body by nodal testing and then determine the modal masses and stiffnesses of the body. The design variables of the engine mount system are locations, stiffness and damping coefficients of the rubber mounts(28 design variables). In case of considering the torque-roll axis for the engine, the design variables of the mount system are reduced to 22 design variables. The objective functions in optimal design process are considered by three cases, that is, 1) transmitted forces through engine mounts, 2) acceleration components of generalized coordinates for the vibration of vehicle body, 3) acceleration of specified location(where gear box) of body. three case are analyzed and compared with each other.