• Structural Engineering and Mechanics
• /
• 제39권2호
• /
• pp.187-206
• /
• 2011

This paper uses dynamic computer simulation techniques to develop and apply a multi-criteria procedure using non-destructive vibration-based parameters for damage assessment in truss bridges. In addition to changes in natural frequencies, this procedure incorporates two parameters, namely the modal flexibility and the modal strain energy. Using the numerically simulated modal data obtained through finite element analysis of the healthy and damaged bridge models, algorithms based on modal flexibility and modal strain energy changes before and after damage are obtained and used as the indices for the assessment of structural health state. The application of the two proposed parameters to truss-type structures is limited in the literature. The proposed multi-criteria based damage assessment procedure is therefore developed and applied to truss bridges. The application of the approach is demonstrated through numerical simulation studies of a single-span simply supported truss bridge with eight damage scenarios corresponding to different types of deck and truss damage. Results show that the proposed multi-criteria method is effective in damage assessment in this type of bridge superstructure.

• 한국정보통신설비학회:학술대회논문집
• /
• 한국정보통신설비학회 2009년도 정보통신설비 학술대회
• /
• pp.387-390
• /
• 2009

Wireless Sensor Network (WSN) can easily compromised from attackers because it has the limited resource and deployed in exposed environments. When the sensitive packets are occurred such as enemy's movement or fire alarm, attackers can selectively drop them using a compromised node. It brings the isolation between the basestation and the sensor fields. To detect selective forwarding attack, Xiao, Yu and Gao proposed checkpoint-based multi-hop acknowledgement scheme (CHEMAS). The check-point nodes are used to detect the area which generating selective forwarding attacks. However, CHEMAS has static probability of selecting check-point nodes. It cannot achieve the flexibility to coordinate between the detection ability and the energy consumption. In this paper, we propose the control method for the number fo check-point nodes. Through the control method, we can achieve the flexibility which can provide the sufficient detection ability while conserving the energy consumption.

• 대한기계학회논문집A
• /
• 제24권5호
• /
• pp.1183-1192
• /
• 2000

This paper relates to the flexural vibration analysis of the hard disk drive (HDD) spindle systems by means of the finite element method. In contrast to previous researches, every system componebt is here analytically modeled taking into account its flexibility and also the centrifugal effect particularly for the disk. To prove the effectiveness and accuracy of the proposed method, commercial HDD spindle systems with two and three identical disks are chosen as examples. Then, their major flexural natural modes are computed employing only a small number of element meshes as the shaft rotaional speed is varied, and compared with the bumerical or experimental results.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2003년도 춘계학술대회논문집
• /
• pp.571-577
• /
• 2003

This research proposes a finite element method to determine the natural vibration characteristics of the spinning disk-spindle system in a HDD including the flexibility of supporting structure. Finite element equations of each substructure are derived with the introduction of consistent variables to satisfy the geometric compatibility at the internal boundaries. The natural frequencies and modes from the global asymmetric matrix equations of motion are determined by using the implicit restarted Arnoldi iteration method. The validity of the proposed method is verified by the experimental modal testing. It also shows that the flexibility of base plate plays an important role to determine the natural frequencies of the spinning disk-spindle system in a HDD.

• Journal of Construction Engineering and Project Management
• /
• 제3권1호
• /
• pp.10-13
• /
• 2013

Determining on a particular construction method is typically decided in the initial phases of a project. However, changing conditions during actual construction may require a different method or technology to be employed. Providing an option for project managers to change construction provides flexibility that can increase value to the overall project. This research provides the ability to modify construction methods as a real option, which allows its value to be modeled. The research also formalizes a way to integrate a binomial lattice model with the Earned Value Method's S-curve. The integrated model provides a decision support tool that planners can use to determine whether to exercise the option depending on the status metrics provided by EVM.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2003년도 춘계학술대회 논문집
• /
• pp.814-819
• /
• 2003

Machine tool design concepts have evolved towards high efficiency, accurate precision. high structural integrity, and multi-functional systems. Like many other structures, machine tools are also composed of many parts. When these parts are assembled, many kinds of joints are used. In the finite element analysis of these assembled structures, most joints are commonly considered as rigid joints. But, to get the more accurate solution, we need to model these joints in a appropriate manner. In this study, rational dynamic modeling and analysis method for complex structures are studied with special attention to slide way joints. For modeling of slide way joints, a general modeling technique is used by influence coefficients method which is applied to the conversion of detailed finite element model to the equivalent reduced joint model. The theoretical part of this method is illustrated and the method is applied to the structure with slide way joint. In this method. the non-linearity of the contact surfaces is considered within a proper range and the boundary effect of the joint model can be eliminated. The proposed method was applied to finite element modal analysis of a clamp jointed cantilever beam and slide way joints of the vertical type lathe. The method can also be used to other kinds of joint modeling. The results of these analysis were compared with those of Yoshimura models and rigid joint models. which demonstrated the practical applicability of the proposed method.

• 한국전자파학회논문지
• /
• 제15권11호
• /
• pp.1082-1089
• /
• 2004

본 논문에서는 개방 루프 공진기로 구현된 타원응답 필터의 소형화 및 결합행렬의 유사변환을 통한 설계의 유연성에 관해 연구하였다. 더불어 제안한 방법에 의하여 보다 큰 비대역폭을 갖는 필터를 제시하였다. 제안한 방법의 유효성을 확인하기 위해 개방 루프 공진기를 이용하여 중심 주파수(f$_{c}$) 2.0 GHz에서 0.04의 비대역폭(FBW)을 가지는 4차 타원응답 대역통과 필터를 설계하였다. 개방 루프 공진기의 혼합결합이 일어나는 부분의 선폭을 좁게 함으로써 구현된 두 개의 필터는 일정한 선폭을 가지는 공진기로 구현된 필터에 비해 각각 13%와 25%의 크기 감소 효과를 나타내었다. 또한, 요구되는 결합량을 만족시키기 위한 공진기 사이의 간격이 실현 불가능할 경우 결합행렬의 유사변환을 통하여 기존 구조와 동일한 특성을 나타내는 두 가지 다른 구조를 제시함으로써 필터 설계의 유연성을 보여주었으며 이로 인해 보다 큰 비대역폭(FBW=0.08)을 갖는 필터 설계가 가능함을 나타내었다.

• 한국항공우주학회지
• /
• 제36권12호
• /
• pp.1146-1151
• /
• 2008

본 연구에서는 플래핑 운동하는 에어포일에 대한 비틀림 유연성의 영향을 조사하였다. 비틀림 유연성이 있는 에어포일의 공기력은 2차원 비정상 와류 패널 방법을 이용하여 계산하였다. 플래핑 에어포일의 공탄성 해석을 위해 2차원의 typical section 모델이 사용되었다. 주요한 파라미터로서 비틀림 유연성과 가진주파수가 고려되었다. 인 무거운 에어포일 조건에서는 주파수비가 0.75 부근에서 추력 최대점이 발견되었다. 이 추력치를 경계로 두 가지 다른 운동이 관찰되었으며, 하나는 관성 지배 운동(inertia driven deformation motion)이고, 다른 하나는 진동 지배 운동(oscillation driven deformation motion)이다. 또한, 최대 추력 상태에서는 비틀림 유연성과 가진주파수에 관계없이 위상각이 85도를 유지하였다.

• Smart Structures and Systems
• /
• 제4권5호
• /
• pp.605-628
• /
• 2008

In bridge structures, damage may induce an additional deflection which may naturally contain essential information about the damage. However, inverse mapping from the damage-induced deflection to the actual damage location and severity is generally complex, particularly for statically indeterminate systems. In this paper, a new load concept, called the positive-bending-inspection-load (PBIL) is proposed to construct a simple inverse mapping from the damage-induced deflection to the actual damage location. A PBIL for an inspection region is defined as a load or a system of loads which guarantees the bending moment to be positive in the inspection region. From the theoretical investigations, it was proven that the damage-induced chord-wise deflection (DI-CD) has the maximum value with the abrupt change in its slope at the damage location under a PBIL. Hence, a novel damage localization method is proposed based on the DI-CD under a PBIL. The procedure may be summarized as: (1) identification of the modal flexibility matrices from acceleration measurements, (2) design for a PBIL for an inspection region of interest in a structure, (3) calculation of the chord-wise deflections for the PBIL using the modal flexibility matrices, and (4) damage localization by finding the location with the maximum DI-CD with the abrupt change in its slope within the inspection region. Procedures from (2)-(4) can be repeated for several inspection regions to cover the whole structure complementarily. Numerical verification studies were carried out on a simply supported beam and a three-span continuous beam model. Experimental verification study was also carried out on a two-span continuous beam structure with a steel box-girder. It was found that the proposed method can identify the damage existence and damage location for small damage cases with narrow cuts at the bottom flange.

• 한국항공우주학회지
• /
• 제34권6호
• /
• pp.92-97
• /
• 2006

케이징 구조 유연성을 고려한 30톤 추력급 터보펌프에 대한 임계 속도 해석이 수행되었다. 로터와 케이징을 포함한 전체 모델에 대한 3차원 유한요소법이 회전체 동역학 특성을 예측하기 위하여 적용되었다. 케이징 구조 유연성의 영향을 고찰하기 위하여 로터 단독 모델과 고정-고정 및 자유-자유 경계조건을 갖는 로터-케이징 연계 모델에 대한 수치 해석이 이루어 졌다. 무부하 하중 조건과 부하 하중 조건에서의 볼 베어링 강성이 각각 진공 조건과 실제 엔진 장착 조건에서의 작동을 모사하기 위하여 사용되었다. 수치해석 결과로부터 케이징 구조 유연성의 영향이 터보펌프의 임계 속도를 감소시킴을 확인하였다. 특히, 높은 베어링 강성을 갖는 부하 로터 조건에서 낮은 베어링 강성을 갖는 무부하 로터 조건에 비하여 더 많은 영향을 받음을 알 수 있었다.