• Journal of the Society of Disaster Information
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• v.14 no.4
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• pp.492-500
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• 2018

Purpose: In this paper, based on this background, the main purpose of studying the behavior of concrete slab reinforced with new material fiber in impact loading is investigated by AFRP using aluminum fiber. Results: Research on the use of new materials as reinforcing materials for concrete members has been carried out in many fields such as flexural and shear tests under static loading, fatigue loading under cyclic loading, and application to PC beams. However, And the issue of plate elements is still at a basic stage. Conclusion: In this paper, the dynamic behavior of reinforced concrete slabs is investigated by using AFRP rod reinforced with aluminum fiber.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.50 no.6
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• pp.377-384
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• 2022

In the design of composite aircraft structures, it is very important to set material allowables and design values, which take into account certification. And when determining the material allowable and design value of composite structures, the static strength, damage tolerance requirements, and environmental effects should be considered. The building block approach has been applied to the civil and military aviation industry for a long time and provides the principal certification methodology. This current certification methodology is based on extensive testing including coupon, element, sub-component, and full scale test. In this paper, some examples of composite allowable tests have been presented and the fundamental background and application methods of the building block approach have been presented.

• Composites Research
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• v.16 no.4
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• pp.66-73
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• 2003

The importance of understanding the response of structural composites to impact and CAI cannot be overstated to develop analytical models for impact damage and CAI strength predictions. This paper presents experimental findings observed from quasi-static lateral load tests, low velocity impact tests. CAI strength and open hole compressive strength tests using 3 mm thick composite plates($[45/-45/0/90]_{3s}$- IM7/8552). The conclusion is drawn that damage areas for both quasi-static lateral load and impact tests are similar and the curves of several drop weight impacts with varying energy levels(between 5.4 J and 18.7 J) follow the static curve well. In addition, at a given energy the peak force is in good agreement between the static and impact cases. It is identified that the failure behaviour of the specimens from the CAI strength tests was very similar to that observed in laminated plates with open holes under compression loading. The residual strengths art: in good agreement with the measured open hole compressive strengths. considering the impact damage site area, an equivalent hole. The experimental findings suggest that simple analytical models for the prediction of impact damage area and CAI strength can be developed on the basis of the failure mechanism observed from the experimental tests.

• The KIPS Transactions:PartC
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• v.11C no.6 s.95
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• pp.807-814
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• 2004

This paper researches and evaluates a bandwidth reallocation mechanism for efficient DiffServ QoS support in MPLS networks by monitoring the network traffic status and reallocating unused bandwidth. While the Differentiated Services in MPLS Networks architecture provides QoS management through the RSVP resource reservation, this mechanism is based on a static provisioning of resource. But this approach can lead to waste bandwidth in some service classes or, leave some service classes' resource starved. This paper presents the bandwidth reallocation dynamically based on network traffic status for bandwidth usage maximization.

• Composites Research
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• v.22 no.4
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• pp.1-12
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• 2009

In this paper, quasi-static crushing tests of composite circular tubes under axial compression load are conducted to investigate the energy absorption characteristics. Circular tubes used for this experiment are glass/epoxy (GFRP) composite tubes which are fabricated by the filament winding method. One edge of the composite tube is chamfered to reduce the initial peak load and to prevent catastrophic failure during crushing process. Energy absorption characteristics vary significantly according to the constituent materials, fabrication conditions, tube geometry and test condition. In tube geometry, according as inner diameter increase, unstable crush mode is caused by local buckling of delamination, but control of the fiber orientation should help composite tubes get stable crush mode.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.3
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• pp.10-17
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• 2016

This paper presents a laboratory validation of a new approach for Finite Element Model Updating(FEMU) on short-span bridges by combining ambient vibration measurements with static load input-deflection output measurements. The conventional FEMU approach based on modal parameters requires the assumption on the system mass matrix for the eigen-value analysis. The proposed approach doesn't require the assumption and even provides a way to update the mass matrix. The proposed approach consists of two steps: 1) updating the stiffness matrix using the static input-deflection output measurements, and 2) updating the mass matrix using a few lower natural frequencies. For a validation of the proposed approach, Young's modulus of the laboratory model was updated by the proposed approach and compared with the value obtained from strain-stress tests in a Universal Testing Machine. Result of the conventional FEMU was also compared with the result of the proposed approach. It was found that proposed approach successfully estimated the Young's modulus and the mass density reasonably while the conventional FEMU showed a large error when used with higher-modes. In addition, the FE modeling error was discussed.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2011.07a
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• pp.250-253
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• 2011

차세대 무선통신에서는 높은 데이터 전송률을 필요로 하여 높은 밀도의 주파수 재사용을 요구하게 된다. 따라서 셀 간 간섭을 효율적으로 줄이는 방법을 필요로 하게 된다. 기존의 정적인 간섭 조정 기법들은 셀 가장자리 성능을 향상시키기 위해서 네트워크 전체의 성능을 희생한다는 단점이 존재한다. 한편, 높은 전송률을 필요로 하며, 동시에, 높은 신뢰도의 통신을 위해서 중계단말기를 사용한 OFDMA 중계 네트워크에 대한 관심이 높아지고 있다. 따라서, 본 논문에서는 다중 셀 환경의 OFDMA 중계 네트워크에서의 셀 간 간섭을 적응적으로 조정하는 기법을 제안한다. 제안된 기법에서는 셀 간 간섭을 줄여서 셀 가장자리 성능을 향상시킴과 동시에 네트워크 전체 성능 또한 향상시키는 것을 목적으로 한다. 모의실험을 통해, 제안된 알고리즘이 정적 셀 간 간섭조정 기법들 보다 셀 가장자리 성능과 네트워크 전체 성능이 우수함을 확인한다.

• Journal of the Korean Geotechnical Society
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• v.19 no.2
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• pp.255-265
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• 2003

A series of laboratory tests were performed to evaluate engineering properties of geobag system which is used for urgent restoration of the collapsed roadbed. In this study, the suitable geobag size was proposed as 44cm wide and 66cm long, and the suitable filling ratio of geobag was also proposed as 80% through the static loading tests. Also a series of model tests were carried out to investigate the characteristics of the engineering behavior and the distribution of earth pressure of the geobag roadbed under static and dynamic loading.

• Proceedings of the Korean Information Science Society Conference
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• 2003.04d
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• pp.271-273
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• 2003

무선 네트워크에서는 전송오류에 의한 패킷손실이 많이 발생한다. 이러한 전송오류를 복구하기 위해 ARQ방식이나 FEC방식이 사용된다. 그러나 채널의 에러율이 증가하면 ARQ와 같은 재전송 방식의 효율은 급격히 저하된다. 이와는 달리 정정코드를 덧붙이는 FEC방식은 ARQ 방식에 비해서 채널의 에러율이 높은 환경에서 효율적인 에러 복구가 가능하다. 그러나 이러한 FEC방식도 항상 일정한 크기를 가지는 정적인 FEC방식일 경우 변화하는 무선 채널의 상태에 알맞은 정정 코드를 채택하지 못해 FEC방식의 단정인 대역폭 낭비를 초래하게 된다. 본 논문에서는 이러한 정적인 FEC방식의 단점을 개선하기 위해, 무선 채널의 전송 오류율에 따라 FEC의 정정도를 동적으로 변화시키는 동적 FEC(dynamic FEC) 알고리즘을 Mote라고 불리는 노드로 구성된 실제 센서 네트워크에 구현했다. 동적 FEC 알고리즘은 무선 채널을 모델링해서 시뮬레이션 결과에서는 성능이 향상되었고, 실제 센서 네트워크에서 실험한 결과 에러율이 낮은 환경에서는 비슷한 성능음 가지게 된다.

• Journal of Korean Society of Steel Construction
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• v.18 no.6
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• pp.769-782
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• 2006

As the ambient vibration test (AVT) of railway bridges has a limited range of speed, it has a limitation in examining the dynamic behavior of bridges accordingto speed. Thus, in order to analyze the correlation between the speed of a train passing over a bridge and the bridge's dynamic response, we conducted a speed-increasing experiment using a real diesel locomotive. To analyze the acceleration response characteristics, we attached seven vertical accelerometers at equal intervals throughout the entire section of the bridge except the supports, and one horizontal accelerometer to the middle span. Linear variable differential transformers (LVDT) were installed at the bridge's center in both vertical and horizontal directions to investigate the vertical and horizontal behaviors. The test train was statically loaded at the center and at the end of the bridge. And its speed was increased from 5 km/h to 90 km/h. With data obtained from the experiment, the vibration level was evaluated in each direction by the filtering frequency, and the level of horizontal vibration was examined in comparison with vertical vibration. The displacement and wheel load variation was analyzed by speed.