• 한국농공학회논문집
• /
• 제46권6호
• /
• pp.21-28
• /
• 2004

This study aims to investigate the effects of partially distributed loads on the dynamic behaviour of steel parabolic arches by using the elasto-plastic finite element model based on the Von Mises yield criteria and the Prandtl-Reuss How rule. For this purpose, the vertical and the radial load conditions were considered as a distributed loading and the loading range is varied from 40% to 100% of arch span. Normal arch and arch with initial deflection were studied. The initial deflection of arch was assumed by the sinusoidal motile of ${\omega}_i\;=\;{\\omega}_O$ sin ($n{\pi}x/L$). Several numerical examples were tested considering symmetric initial deflection when the maximum initial deflection at the apex is fixed as L/1000. The analysis resluts showed that the maximum deflection at the apex of arch was occurred when 70% of arch span was loaded. The maximum deflection at the quarter point of arch span was occurred when 50% of arch span was loaded. It is known that the optimal rise to span ratio between 0.2 and 0.3 when the vertical or radial distributed load is applied. It is verified that the influence of initial deflection of radial load case is more serious than that of vertical load case.

• 한국농공학회지
• /
• 제45권2호
• /
• pp.78-85
• /
• 2003

This study aims to investigate the effect of partially distributed loads on the static behavior of parabolic arches by using the elastic-plastic finite element model. For this purpose, the vertical, the radial, and the anti-symmetric load cases are considered, and the ratio of loading range and arch span is increased from 20% to 100%. Also, the elastic-visco-plastic analysis has been carried out to estimate the elapse time to reach the stable state of arches when the ultimate load obtained by the finite element analysis is applied. It is noted that the ultimate load carrying capacities of parabolic arches are 6.929 tf/$m^2$ for the radial load case, and 8.057 tf/$m^2$ for the vertical load case. On the other hand, the ultimate load is drastically reduced as 2.659 tf/$m^2$ for the anti-symmetric load case. It is also shown that the maximum ultimate load occurs at the full ranging distributed load, however, the minimum ultimate loads of the radial and vortical load cases are obtained by 2.336 tf/$m^2$, 2.256 tf/$m^2$, respectively, when the partially distributed load is applied at the 40% range of full arch span.

• 한국농공학회지
• /
• 제43권4호
• /
• pp.89-96
• /
• 2001

In this study non-linear finite element analysis of dynamic response of steel arch under partially distributed dynamic load was discussed. Material and geometric non-linearities were included in finite element formulation and steel behavior was modeled with Von Mises yield criteria. Either radial or vertical dynamic load was dealt in numerical examples. Normal arch and arch with maximum shape imperfection of L/11,000 were studied. The analysis results showed that maximum displacement at the center of arch was occurred when 70% of arch span was loaded. The maximum displacement at a quarter of arch span was occurred when 50% of arch span was loaded and the displacement was larger than that of center of arch. Ratio of arch rise to arch span within 0.2∼-.3 seems to be appropriate for arch under radial or vertical load.

• Structural Engineering and Mechanics
• /
• 제19권1호
• /
• pp.1-20
• /
• 2005

The expertise required in the judicious use of nonlinear finite element (FE) packages for design-assistance purposes is not widely available to the average engineer, whose sole aim may be to obtain an estimate for a single design parameter, such as the limit load capacity of a structure. Such a parameter may be required for the design of a proposed reinforced concrete (RC) floor slab or bridge deck with a given set of geometrical and material details. This paper outlines a procedure for developing design-assistance equations for carrying out such predictions for partially restrained RC slabs under uniformly distributed loading condition, based on a database of FE results previously generated from a large number of 'numerical model' slabs. The developed equations have been used for predicting the peak loads of a number of experimental RC slabs having varying degrees of edge restraints; with results showing a reasonable degree of accuracy and low level of scatter. The simplicity of the equations makes them attractive and their successful use in the field of application reported in this paper suggest that the outlined procedure may also be extended to other classes of concrete structures.

• 복합신소재구조학회 논문집
• /
• 제4권3호
• /
• pp.7-12
• /
• 2013

The demand for the structural system of reduction of story height increases because buildings are getting higher. The existing structural systems are not efficiency. Thus, it is hard to reduce the story height and existing methods cannot secure economics as expected. This study aims at developing the partially concrete-filled new type composite beam, which can efficiently resist against the end negative moment and central positive moment, also reduce deflection of beams. Through case studies on loading of concentrated load and uniformly distributed load to fixed beam, we could find the most efficient ratio of moment of inertia and the ratio ${\alpha}$(end beam length to span). The gap space between middle and end beam can be used as facilities installation, consequently the suggested Omega beam system is expected to get the effect of reduction in story height as well as reduction of quantity.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2016년도 춘계학술대회
• /
• pp.220-223
• /
• 2016

스마트 폰을 중심으로 하는 이동단말들의 폭발적인 증가로 인해 모바일 데이터 트래픽 또한 기하 급수적으로 증가해 왔으며 이로 인해 발생되는 네트워크의 부하를 줄이면서 동시에 이동단말의 이동시에도 서비스 제공에 영향을 주지 않기 위한 여러 이동성 관리 방안들이 Internet Engineering Task Force (IETF) 및 Third Generation Partnership Project (3GPP)를 통해 제안되어 왔다. 최근에는 이동성 관리의 주체가 되는 네트워크 시스템들을 가능한 분산시킴으로써 네트워크의 확장성 및 신뢰성을 높이기 위한 노력들이 진행 중에 있다. IETF에서는 분산형 이동성 관리 방법으로 Distributed Mobility Management (DMM) 방식을 표준화 중에 있으며 세부적으로는 부분 분산형 방식과 완전 분산형 방식을 포함하고 있다. 본 논문에서는 Proxy Mobile IPv6 (PMIPv6) 기반의 네트워크를 대상으로 Neighbor Discovery Protocol (NDP)를 확장, 적용하는 완전 분산형 이동성 관리 방법 (FuDMM)을 제안하였으며, 기존 방식들과의 정성적 비교를 통해 FuDMM에 대한 성능 측면의 장단점을 분석하였다.

• Steel and Composite Structures
• /
• 제21권5호
• /
• pp.1121-1144
• /
• 2016

This paper presents a displacement-based finite element procedure for second-order distributed plasticity analysis of planar steel frames with semi-rigid beam-to-column connections under static loadings. A partially strain-hardening elastic-plastic beam-column element, which directly takes into account geometric nonlinearity, gradual yielding of material, and flexibility of semi-rigid connections, is proposed. The second-order effects and distributed plasticity are considered by dividing the member into several sub-elements and meshing the cross-section into several fibers. A new nonlinear solution procedure based on the combination of the Newton-Raphson equilibrium iterative algorithm and the constant work method for adjusting the incremental load factor is proposed for solving nonlinear equilibrium equations. The nonlinear inelastic behavior predicted by the proposed program compares well with previous studies. Coupling effects of three primary sources of nonlinearity, geometric imperfections, and residual stress are investigated and discussed in this paper.

• 한국강구조학회 논문집
• /
• 제10권4호통권37호
• /
• pp.667-676
• /
• 1998

본 연구에서는 부분지지되어 있고 사각형의 개구부를 갖는 적층복합판의 과도해석을 유한요소법을 이용하여 연구하였다. 수학적 지배방정식은 변분과 일차전단변형이론을 고려하여 유도하였고 적층판의 폭-두께비, 재료의 특성, 적층각도, 지지조건이 중앙점의 동적응답에 미치는 영향에 대하여 연구하였다. 수치적인 결과는 그래프와 표로 나타내었으며 참고문헌의 결과와 비교 분석하였다.

• 정보처리학회논문지A
• /
• 제12A권6호
• /
• pp.507-514
• /
• 2005

본 논문에서는 메시지 전달 분산시스템서 결정적 서버를 위한 부분적 분산형 수동적 중복 알고리즘을 제안한다. 이 알고리즘은 반드시 주 서버가 아니더라도 임의의 보조서버가 자신이 수신한 클라이언트 요구에 대해 서버로부터 그 요구의 전달일련번호를 얻은 후, 그 보조서버가 직접 해당 요구를 처리하고, 이에 대한 다른 중복 서버들과의 조정에 대한 책임자 역할을 수행할 수 있도록 한다. 이러한 바람직한 특성 때문에, 제안된 알고리즘이 기존의 부하균등 기법과 결합된다면, 주 서버에의 급격한 부하 발생을 효율적으로 피할 수 있다. 따라서, 이 알고리즘은 기존의 수동적 중복 알고리즘보다 결정적 중복 서버 시스템에 대한 높은 확장성을 제공할 수 있다. 본 논문에서 수행한 시뮬레이션에서 기존 알고리즘에 비해 제안한 알고리즘이 클라이언트 요구 당 평균응답시간을 $16.5\%{\~}52.3\%$까지 줄일 수 있다는 것을 보여준다.

• 한국인터넷방송통신학회논문지
• /
• 제14권6호
• /
• pp.75-84
• /
• 2014

과부하 및 단일장애점(Single Point of Failure), 경로 비최적화, 망 확장성 등의 문제점을 가지고 있는 기존 중앙 집중형 이동성 관리 프로토콜들의 문제점을 해결하기 위해 최근 IETF를 중심으로 분산 이동성 관리 방안이 활발히 연구되고 있다. 본 논문에서는 망기반 부분분산형 이동성 관리 메커니즘 pDMMv6를 제시하고, 시뮬레이션을 통해 다양한 사용자 트래픽 환경에서 기존의 PMIPv6 및 MIPv6 프로토콜과의 성능 비교를 수행하였다. 성능분석 결과로는 UDP 트래픽의 전송율, 단대단 패킷 전송지연시간, 신호 메시지 바인딩 지연시간, 노드별 CPU 점유율 및 다양한 서버-클라이언트 TCP 응용에 따른 응답시간(웹 브라우징, 이메일 송수신, 텔넷 원격접속, FTP 파일전송, 데이터베이스 액세스 등)들을 제시하였다.