• Structural Engineering and Mechanics
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• 제45권3호
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• pp.355-371
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• 2013

Single- and multi-span orthotropic functionally graded hollow cylinders subjected to axisymmetrical bending are investigated on the basis of a unified shear deformable shell theory, in which the transverse displacement is expressed by means of a general shape function. To approach the through-thickness inhomogeneity of the hollow cylinder, a laminated model is employed. The shape function therefore shall be determined for each fictitious layer. To improve the computational efficiency, we resort to a transfer matrix method. Based on the principle of minimum potential energy, equilibrium equations are established, which are then solved analytically using the transfer matrix method for arbitrary boundary conditions. Numerical comparisons among a third-order shear deformable shell theory, an exact elastic theory and the present theory are provided for a simply supported hollow cylinder, from which the present theory turns out to be superior in stress estimation. Distributions of displacements and stresses in single- and three-span hollow cylinders with different boundary conditions are also illustrated in numerical examples.

• Structural Engineering and Mechanics
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• 제47권2호
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• pp.287-305
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• 2013

Economic performances of consecutive multi-span suspension bridges are studied. The material amount and cost estimation formulas of the bridges have been derived in the part 1 of the study. A parametric study is carried out based on the formulas for investigating the different factors' effect on the bridge cost. The factors include the bridge sag, the bridge span, the bridge foundation and the environment condition, etc. Then, an economical layout of the bridges is proposed for different conditions. Lastly, a selection of suspension bridge types is discussed based on the economy of bridges.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2010년 춘계학술발표회 논문집
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• pp.195-196
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• 2010

This study aims to methodology a system which is able to monitoring and analysis of long span bridge in real time using multi GPS. Through setting up many GPS at the important points of long span bridge and measuring displacement in real time, over all 3D configuration of bridge could be analyzed. Behavior analyzing system developed in this study is able to digitize and visualize the overall and points displacement of bridge and deal with events actively. Also it is able to calculate statistical data related to analyze behavior through the constricting database of measuring data.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.917-920
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• 1995

A mathematical model describing the relationship between longitudinal tension and tangential velocity of web/roller in a multi-span web transport system has been developed. An experiment was carried out for typical conditions to validate the mathematical model for tension behavior in a multispan system. A two-span prototype prototype web transport system with winder and unwinder was manufactured for the experiment. By comparing simulation and experimental results, the mathematical model for tension and velocity in a multi-span web transport system is confirmed to be valid for typical conditions. Tension transfer phenomenon was also confirmed though the simulation as well as experimentation.

• 한국공간구조학회논문집
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• 제10권1호
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• pp.59-66
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• 2010

국내 전체 시설원예에서 파이프 골조로 시공된 비닐하우스가 99.2%이며 구조적으로 취약한 단동형 유리온실이 대부분이다. 이에 현재 국내에서 사용하고 있는 단동형 연통형 단동형 3개로 구성된 배치형 비닐하우스의 지붕면에 대한 피크외압계수에 대해서 알아보고자 한다. 실험결과 단동형이 연동형보다 30%정도 큰 피크외압계수로 분포하고 있었다. 배치형 비닐하우스의 지붕면 피크외압계수도 3개동 모두에서 단동형보다 크게 20-30%정도 크게 분포하고 있었다.

• Journal of information and communication convergence engineering
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• 제9권1호
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• pp.32-37
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• 2011

In dispersion management (DM) and optical phase conjugation applied into optical transmission links with multi fiber spans for minimizing the impact of nonlinearity and group velocity (GVD), implementation possibility of DM using only one fiber span for pre- or postcompensation was assessed as a function of duty cycle of RZ pulse and residual dispersion per span (RDPS). It is confirmed that DM with optimal net residual dispersion (NRD) controlled by only one fiber span could be sufficiently applied into optical transmission links, though optimal NRD is more increased than that in transmission links with the general DM scheme of pre- and postcompensation. Thus, it is expected that optical transmission system is simply designed and implemented by applying the proposed DM scheme into real optical transmission links. Also, it is confirmed that the advantageous duty cycle of RZ is 0.5 and RDPS is setting to be small value for the effective transmitting wide signal wavelength range in optical links with optimal NRD controlled by only one fiber span.

• 생물환경조절학회지
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• 제29권4호
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• pp.320-325
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• 2020

본 연구는 최근 신소재 단열재로 주목받고 있는 실리카 에어로겔을 이용하여 현재 사용되고 있는 다겹보온커튼의 단점을 보완하고 보온성을 유지 및 향상시킬 수 있는 새로운 조합의 다겹보온커튼을 제작 하여 현장에 설치함으로써 보온성과 경제성을 분석하고자 한다. 실험에 사용된 다겹보온커튼은 실리카 에어로겔이 함유된 부직포를 사용하여 2가지의 조합으로 제작하였으며 시중에 판매, 사용되고 있는 관행 다겹보온 커튼과의 차이에 따른 온습도변화와 연료소비량을 측정하여 비교분석하였다. 실험결과 단동온실과 연동온실에서 다겹보온커튼 차이에 따른 온습도변화는 미세하게 나타났으나, 거의 비슷한 온습도 값을 유지하였다. 이는 실리카 에어로겔을 이용한 다겹보온커튼이 관행 다겹보온커튼에 비해 온습도 제어 측면에서 문제가 없음을 나타냈다. 난방에너지 비교분석 결과, 실리카 에어로겔을 이용한 다겹보온커튼이 관행 다겹보온커튼에 비해 연료소비량은 단동온실에서 약 15%, 연동온실에서 약 20%의 연료소비량을 절감한 것으로 나타나 온실의 규모와 사용기간이 증가함에 따라 난방에너지는 절감될 것으로 판단된다. 실리카 에어로겔 이용 다겹보온커튼이 관행 다겹보온커튼에 비해 통기성과 보온성이 증가되는 것이 확인되었다. 그러나, 연동온실에서 사용된 다겹보온커튼은 관행 다겹보온커튼에 비해 무게가 증가하고 뻣뻣하여 시공성과 작동성이 떨어지는 것을 확인할 수 있었다. 이에 단동온실에서 사용된 다겹보온 커튼에서는 개선사항을 적용하였다. 내부단열재의 교체를 통해 두께를 감소시키고 뻣뻣함을 개선함으로써 농가가 사용하기에 충분한 가능성이 있다는 것을 확인하였다.

• 한국압력기기공학회 논문집
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• 제11권2호
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• pp.68-74
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• 2015

Time domain response analysis for vibro-impact nonlinear behavior of multi-span tube with loose supports was performed using commercial FEA code and user subroutine. Support geometry of multi-span tube with a finite gap is realistically modeled by analytical rigid surface. Model of hydrodynamic force is based on the Qusai-steady model which accounts for the inclined angle of relative flow velocity and time delay between flow force and resulting tube motion. During tube vibration from flow loading, impact and friction at the support location is simulated using commercial FEA code with master slave contact algorithm. Analysis results has reasonable agreement with those of references and test experience. Plan of further refinement of analysis model and future test verification is briefly introduced.

• 한국농공학회지
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• 제43권6호
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• pp.113-119
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• 2001

Experiments on the yield strength of pipe connectors made of metal wire, joint pins, pole pipes, multi span insertion joints, and T-clamp joints used in pipe houses were conducted. The strength of connections of a pipe connector made of metal wire was adequate but it had a big difference according to loading direction. Therefore as it is installed, its direction should be taken into consideration. The collapse load of pipes connected with a joint pin was lower than that of single pipes. In the part of frame member at which the great bending moment occurs, the use of joint pin should be avoided. Also experimental results showed that pole pipes for use in a part of frame buried under the ground were safe, and the strength of multi span insertion joints should be increased. The resistant moment of T-clamp was about 13.7% of a single pipe. In case that the external forces acting on left and right rafter are different. a unsymmetrical rotational force is produced at the multi span joint. If it is expected that the actual bending moment on the multi span joint is larger than resistant moment of T-clamp, a reinforcement to safely resist the rotational force is required.

• 한국농공학회지
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• 제38권2호
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• pp.145-151
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• 1996

Wind force coefficients of multi-span arched greenhouses with respect to wind direction of $0^{\circ}$ and $30^{\circ}$ were estimated to give more reasonable coefficient. The conventional and subdivided division types of wind force coefficient distribution diagrams were constructed by using the wind tunnel experimental data. Bending moments on the greenhouses were determined through structural analysis using obtained wind force coefficients, and were analyzed. Because actual wind pressure values on a face of greenhouse varied with locations, the more divisions of wind force coefficient distribution were subdivided, the better distribution type was coincided with actual state. In order to calculate the more accurate section force occurred on the arched greenhouse by the wind loads, it was recommendable that the wind force coefficient distribution should take more subdivision type. The maximum bending moment at the multi-span greenhouse frame at wind direction of $30^{\circ}$ was greater than that at O。, therefore the wind force coefficient at inclined wind direction to the wall was needed to be considered for the multi-span greenhouse structural design.