The domestic and foreign specifications presented the effective width based on flange length to width ratio only. The existing paper on the effective width grasped of the effect of span, load type and cross-section properties, but localized steel bridges. Recently, The studies are going on in progress for the application of fiber reinforced composite material in construction field. Therefore, it is required to optimum design that have a good grasp the deformation characteristic of the displacements and stresses distribution and predict variation of the effective width for serviceability loading. This research addresses the effective width of all composite material box girder bridges using the finite element method. The characteristics of the effective width of composite structures may vary according to several causes, e.g., change of fibers, aspect, etc. Parametric studies were conducted to determine the effective width on the stress elastic analysis of all composite materials box bridges, with interesting observations. The various results through numerical analysis will present an important document for construct all composite material bridges.

In case of rectangular lattice dome which shearing rigidity is very small, it has a concern to drop Buckling strength considerably by external force. So, by means of system to increase buckling-strength, there is a method of construction that lattice of dome is one with roof material. In a case like this, shearing rigidity of roof material increases buckling-strength of the whole of structure and can be designed economically from the viewpoint of practice. In case of analysis is achieved considering roof material that adheres to lattice of dame, there is method that considers the rigidity that use effective width frame as method to evaluate rigidity of roof material. therefore, this study is aimed at deciding effective width of roof material united with rectangular lattice dome to evaluate rigidity of roof material by effective width of frame and investigating how much does rigidity of roof material united with lattice of dome increase buckling-strength of the whole of structure according to rise-ratio. Conditions of loading are vertical-type-uniform loading. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems.

본 연구는 립선별기에서 미숙립 선별능력을 높임으로써 도정효율 증진과 완전미율 향상을 꾀하고자 품종특성을 고려한 립선별기 선별체 최적 조건 구명 시험이 수행되었고, 다음과 같은 결과가 얻어졌다. 1. 립선별기의 선별능력은 현미립 두께에 절대적으로 의존되었는데, 조사된 시험재료의 현미 평균 두께는 1.79(농안)-2.16 mm(대립벼1호)의 분포를 보였다. 2. 품종별 차이는 있었으나, 대체적으로 현미의 평균 립두께가 2.08 mm이상일 경우 1.9 mm 선별체, 2.00-2.08 mm 범위일 경우 1.8 mm 선별체, 1.90-2.00 mm 범위일 경우 1.7mm 선별체, 그 이하일 경우 1.7 mm 이하의 선별체가 정립 손실을 최소화하면서(0.1%이내) 완전미율을 향상시킬 수 있는 조건인 것으로 판단되었다. 3. 백미 품위에 미치는 선별체 분리효과는 미숙립 비율이 높은 품종일수록 크게 발휘되었다. 4. 현미선별 체 눈 크기를 0.1 mm씩 증가시킬 경우 품종별로 현미선벌체 통과물중에 정상립이 포함되어 발생되는 정상립 손실율이 0.5% 수준까지는 현미선별체 눈금크기 증가에 따라 미미하게 증가하였으나, 이 눈금 수준이상에서는 선별체 눈금 0.1 mm 증가에 따라 정상립의 손실율이 급격히 증가하는 것으로 보아 정상립 손실율 0.5% 수준의 눈금이나 그 보다 0.05~0.10 mm 아래 눈금의 선별체가 적당할 것으로 생각되었다.