• Structural Engineering and Mechanics
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• 제27권6호
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• pp.639-650
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• 2007

Applying the method calculating creep of Concrete Filled steel Tube (CFT) members based on the Elastic Continuation and Plastic Flow theory for concrete creep with the finite element method, the paper develops a new numerical method for the creep of CFT arch bridges considering effects of bending moment. It is shown that the method is feasible and reasonable through comparing the predicted stresses and deflection caused by the creep with the results obtained by the method of Gu et al. (2001) based on ACI209R model and experimental data of an actual CFT arch bridge. Furthermore, nine CFT arch bridges with different types are calculated and analyzed with and without the effects of bending moment. As a result, the bending moment has considerable influences on long-term deformations and internal forces of CFT arch bridges, especially when the section of arch rib is subjected to a large bending moment.

• Journal of Ship and Ocean Technology
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• 제7권1호
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• pp.29-35
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• 2003

Intensive experimental investigation has been conducted on the characteristics of model tank with intruded flow. The remaining flow inside tank contribute to the dynamic behavior and further closely related to the stability of vessel as well. To understand the importance of the trapped flow and its dynamic effects a series of systematic tests were conducted using a bench tester that could generate periodic roll motion and also complex motions of combined roll-heave-sway. To accommodate experimental conditions and to create three degree freedom of motions, a bench tester was fabricated and verified. Having similarities in terms of flow trapped inside tank, theoretical approaches for A.R.T. were applied to the study. The major parameters including roll angle, period and flow height were varied in the experiments to obtain the characteristics of model tank.

• 한국정보통신학회논문지
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• 제5권7호
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• pp.1257-1262
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• 2001

최근에 경제적인 대안으로 IP over WDM 네트워크가 주목을 받고 있다. IP over WDM은 광대역 수용 능력, 네트워크 확장성 외에 여러 장점을 가지고 있다. IP 기반에서, "lambda-labeling"은 IP over WDM에 직접적으로 적용할 수 있다. 본 논문에서는 현재 IETF측 중심으로 연구중인 MPLambdaS 개념을 기초로 하여 광 인터넷의 진화를 고려한 구조적인 접근 방법을 연구한다. MPLS 도메인과 MPLamdaS 도메인간에 연동을 고려하여 전자적인 다수의 LSP를 광 LSP로 모으는 레이블 스택 개념을 이용한 람다 LSP 터널링 기술을 적용하여 전자적인 MPLS 와 광 MPLamdaS 간의 연동 방안을 제안하고 이를 지원하는 Edge Optical LSR의 구조를 제안한다. 구조를 제안한다.

• 한국해양공학회지
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• 제20권5호
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• pp.82-88
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• 2006

This assessment is concerned with the fatigue strength of the tendon porch found in TLP. Lorge-scale fatigue tests with models constructed at 30% the size of the real structures have been carried out to investigate the fatigue behavior of the API 2W Grade 50 steel recently produced by POSCO. The fatigue life for the present test models was obtained based on the concept of nominal stress. A comparison of the present test results with those obtained by a numerical approach based on the structural analysis results has showngood agreement. The present results were also compared with the design curves in DnV RP-C203.

• Geomechanics and Engineering
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• 제32권2호
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• pp.179-191
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• 2023

To study the influences of tunneling on the earth pressure and ground settlement when the tunnel passes through the adjacent underground retaining structure, 30 two-dimensional model tests were carried out taking into account the ratios of tunnel excavation depth (H) to lateral width (w), excavation width (B), and excavation distance using a custom-made test device and an analogical soil. Tunnel crossing adjacent existing retaining structure (TCE) and tunnel crossing adjacent newly-built retaining structure (TCN) were simulated and the earth pressure variations and ground settlement distribution during excavation were analyzed. For TCE condition, the earth pressure increments, maximum ground settlement and the curvature of the ground settlement curve are negatively related to H/B, but positively related to H/s and H/w. For TCN condition, most trends are consistent with TCE except that the earth pressure increments and the curvature of ground settlement curve are negatively related to H/w. The maximum ground settlement is larger than that observed in tunnel crossing the existing underground structure. This study provides an assessment basis for the design and construction under confined space conditions.

• 한국해양환경ㆍ에너지학회지
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• 제15권2호
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• pp.142-149
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• 2012

다양한 축척을 갖는 조류발전용 수직축 터빈의 유속과 직경의 변화가 터빈의 유체공학적 효율에 미치는 영향을 수치적으로 연구하였다. 수치해석은 직경 산정식을 사용하여 도출된 동일형상의 다양한 치수의 기준터빈에 대하여 수행되었으며 유속과 직경 변화에 따른 효율의 차이에 대해 알아보았다. 해석결과 터빈의 효율은 레이놀즈 수 변화에 따라 체계적으로 증가하는 것을 확인하였으며, 이로부터 크기가 다른 동일형상의 터빈의 성능은 TSR(Tip Speed Ratio)과 레이놀즈수(Reynolds number)만의 함수로 표시할 수 있음을 알 수 있었다. 이상의 수치해석 결과를 이용하여 수직축 터빈 초기설계단계에서 필요한 간편한 용량산정기법을 제안하고 유속, 직경, 터빈회전수 간의 상호관계를 다양한 관점에서 도표화 하였다. 본 연구는 터빈용량 10 kW~300 kW 사이의 수직축 터빈 초기설계 시에 효과적으로 활용될 수 있을 것으로 기대된다.

• 콘크리트학회논문집
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• 제21권5호
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• pp.557-563
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• 2009

이 연구는 수열합성반응을 통해 규사분을 사용한 무기질 다공성 규산칼슘 재료의 특성에 관한 것으로, 다양한 제조과정에 의해 발생하는 규산질 부산물을 사용한 소음 저감용 다공성 경화체 개발을 위한 기초적 자료로 사용하고자 하였다. 오토클레이브 양생 시편의 제조를 위해 다양한 칼슘질 재료를 사용하였고 규산질 재료는 규사분을 사용하였다. 이 연구에서, W/B와 C/S비에 따라 밀도와 강도 특성, 공극의 형태를 위한 현미경, 오토클레이브양생 후의 수화물 검사를 위해 주사전자현미경과 엑스선회절분석을 각각 수행하였다. 측정 결과로 굳지 않은 상태에서 W/B가 증가할 수록 슬러리 밀도는 점점 감소하고 이러한 경향은 굳은 상태에서도 유사하게 나타났다. 압축강도는 C/S비 0.85 시편이 가장 높게 나타났다. 토버모라이트는 C/S비와는 상관없이 모든 시편에서 생성되었다. 공극구조를 확인하기 위해, 기존에 사용되고 있는 다공질 규산칼슘 제품(ALC, 무기질 흡음재)을 비교했다. 관찰 결과, 기존의 무기질 흡음형 다공성 경화체 기공과 유사한 형상을 보였다. 따라서 이러한 결과를 바탕으로 소음저감형 다공성 경화체의 개발 가능성을 확인 할 수 있었다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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• pp.685-691
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• 1993

This paper introduces a PC-based image data processing unit that is composed of preprocessor board and main processor board; The preprocessor contains Inmos A110 processor and efficient H/W architecture for fast mask/logic operations at the speed of video signal rate. It is controlled by the main processor which communicates with the host PC. The main processor board contains TI TMS320C31 digital signal processor, and can access the frame memory of the processor for extra S/W tasks. We test 3*3, 5*5 masks and logic operations on 386/486/DSP and compare the result with that of the proposed unit. The result shows ours are extremely faster than conventional CPU based approach, that is, over several hundred times faster than even DSP.

• Steel and Composite Structures
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• 제48권3호
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• pp.275-291
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• 2023

This paper has focused on presenting vibration analysis of trapezoidal sandwich plates with 3D-graphene foam reinforced polymer matrix composites (GrF-PMC) core and FG wavy CNT-reinforced face sheets. The porous graphene foam possessing 3D scaffold structures has been introduced into polymers for enhancing the overall stiffness of the composite structure. Also, 3D graphene foams can distribute uniformly or non-uniformly in the plate thickness direction. The effective Young's modulus, mass density and Poisson's ratio are predicted by the rule of mixture. In this study, the classical theory concerning the mechanical efficiency of a matrix embedding finite length fibers has been modified by introducing the tube-to-tube random contact, which explicitly accounts for the progressive reduction of the tubes' effective aspect ratio as the filler content increases. The First-order shear deformation theory of plate is utilized to establish governing partial differential equations and boundary conditions for trapezoidal plate. The governing equations together with related boundary conditions are discretized using a mapping-generalized differential quadrature (GDQ) method in spatial domain. Then natural frequencies of the trapezoidal sandwich plates are obtained using GDQ method. Validity of the current study is evaluated by comparing its numerical results with those available in the literature. It is explicated that 3D-GrF skeleton type and weight fraction, carbon nanotubes (CNTs) waviness and CNT aspect ratio can significantly affect the vibrational behavior of the sandwich structure. The plate's normalized natural frequency decreased and the straight carbon nanotube (w=0) reached the highest frequency by increasing the values of the waviness index (w).

• 대한전기학회:학술대회논문집
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• 대한전기학회 2008년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.163-165
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• 2008

A S/W testing for vital railway signaling system have been important because of the increase of software usage for signaling. And also the safety of vital signaling system is required by int'l std. such as IEC 61508. While much efforts have been reported to improve electronic hardware's safety, not so much systematic approaches to assessment software's safety. In this paper, we propose a automation schemen of software testing tool for railway signaling system. From that, we show the functional architecture and internal components of the tool.