• Structural Monitoring and Maintenance
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• 제9권4호
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• pp.323-336
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• 2022

Steel truss bridge is one of the most widely used bridge types in Indonesia. Out of all Indonesia's national roads, the number of steel truss bridges reaches 12% of the total 17,160 bridges. The application of steel truss bridges is relatively high considering this type of bridge provides advantages in the standardization of design and fabrication of structural elements for typical bridge spans, as well as ease of mobilization. Directorate of Road and Bridge Engineering, Ministry of Works and Housing, has issued a standard design for steel truss bridges commonly used in Indonesia, which is designed against the design load in SNI 1725-2016 Bridge Loading Standards. Along with the development of actual traffic load measurement technology using Bridge Weigh-in-Motion (B-WIM), traffic loading data can be utilized to evaluate the reliability of standard bridges, such as standard steel truss bridges which are commonly used in Indonesia. The result of the B-WIM measurement on the Central Java Pantura National Road, Batang - Kendal undertaken in 2018, which supports the heaviest load and traffic conditions on the national road, is used in this study. In this study, simulation of a sequences of traffic was carried out based on B-WIM data as a moving load on the Australian type Steel Truss Bridge (i.e., Rangka Baja Australia -RBA) structure model with 60 m class A span. The reliability evaluation was then carried out by calculating the reliability index or the probability of structural failure. Based on the analysis conducted in this study, it was found that the reliability index of the 60 m class Aspan for RBA bridge is 3.04 or the probability of structural failure is 1.18 × 10^-3, which describes the level of reliability of the RBA bridge structure due to the loads from B-WIM measurement in Indonesia. For this RBA Bridge 60 m span class A, it was found that the calibrated nominal live load that met the target reliability is increased by 13% than stated in the code, so the uniform distributed load will be 7.60 kN/m² and the axle line equivalent load will be 55.15 kN/m.

• 한국콘텐츠학회논문지
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• 제8권6호
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• pp.1-7
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• 2008

본 논문은 기존의 음향 시스템이 가지고 있는 시스템 구성의 어려움, 추가설치비용 증가, 비 친화적인 인테리어의 문제점을 해결하기 위한 연구이다. 기존 시스템의 문제점을 해결하기 위하여 전력선통신을 기반으로 새로운 음향 시스템을 설계하고 특성을 연구하였다. PLC 전용칩 INT5500CS을 사용하여 송신기와 수신기를 설계하였으며, 송신부에서 CD PLAYER로 음향 신호를 제공하고 수신부에 스피커를 연결하여 출력하는 음향 시스템을 구성하였다. 구성된 시스템의 특성분석을 위해 USBPre 외장사운드 카드와 PC기반의 음향 측정/분석 프로그램인 Smaart Live 5를 추가 구성하여 실험하였다. 실험 결과, Measurement 신호는 Reference 신호보다 $2{\sim}3$[dB]정도의 낮은 신호레벨을 보였으며, Latency는 16.69[ms]을 확인하였고, Coherency는 고 주파수대역에서 특성이 나빠졌음을 확인하였다. 반면에, Pink Noise 및 특정 주파수 1[kHz], Phase, Magnitude를 확인한 결과 90[%] 이상으로 정상적인 신호의 송수신이 이루어 졌음을 확인하였다. 이러한 결과, 본 고에서 설계한 시스템의 성능이 우수함을 밝혔고, 이를 통해 기존 오디오 신호 전송 시스템의 문제점을 해결하였다.