• Journal of Korean Society of Steel Construction
• /
• v.17 no.5 s.78
• /
• pp.549-559
• /
• 2005

A railway bridge with a double composite section is proposed to enhance the structural performance of existing two-girder bridges because the governing design parameter of railway bridges is the flexural stiffness. The concrete deck in negative moment regions is neglected in the design of continuous composite bridges assuming the concrete slab has no resistance to tension. Therefore, the flexural stiffness of the composite section in the negative moment region is reduced resulting in the increase of the depth of the steel section. In order to resolve this disadvantage, several methods are suggested and the double composite section is one of the excellent solutions for extending the span length and increasing the flexural stiffness. In this study, push-out tests on lying studs and mixed stud shear connection with lying and vertical studs were performed to investigate the behavior of the shear connection in the double composite section. Static strength of the shear connection was evaluated through the test results and numerical analyses.

• Korean Journal of Environment and Ecology
• /
• v.20 no.4
• /
• pp.473-481
• /
• 2006

Readability, an indicator measuring the easiness of reading letters, has been known an important element that determines the communicative effectiveness of the self-guided interpretive signs. However, there are few studies to find out how the readability of the signs influence visitor's attraction and reading behavior of interpretive signs. This study examined the relationship between readability of interpretive signs and attraction, preferences, and intent to recommend reading signs to others. Data were collected from August to November of 2003 at a self-guided trail of Naejangsan National Park, Korea. 350 out of 375 responses from subjects who participated in the questionnaire survey were usable. Results showed that readability of the signs is related with the attraction, preferences, and intention of recommending reading signs to others. The higher the readability of the signs were, the higher the attraction, preferences, and intention of recommending reading signs were. Attraction and preferences were also positively related with intention of recommending reading signs. Preferences better explained intention of recommending reading signs than readability and attraction. These findings suggest that enhancing readability of the signs may lead to higher participation in reading them.

• Bulletin of the Society of Naval Architects of Korea
• /
• v.31 no.3
• /
• pp.33-35
• /
• 1994

본 고에서는 선체국부팬널의 대종을 이루고있는 판요소, 보강판, 복판팬널 및 복합재료적층판의 진동특성을 구하는 근사방법으로서 주로 Rayleigh-Ritz방법을 적용한 연구결과들을 정리하였다. 이를 통해 향후 추가로 연구가 이루어져야 할 내용을 다음과 같이 도출하였다 1) 팬널주위의 경제조건으로서 탄성구속을 고려 할 수 있도록 정식화는 이루어져 있으나 실제 선체 팬널의 탄성구속도를 구하는 방법이 정립되어 잇지 못하기 때문에 해석결과의 정도 문제가 발생한다. 따라서 해석정도의 향상을 위해 실제 선체팬널의 탄성구속도에 대한 연구가 수행되 어야 하며, 이와 같은 연구는 조선소에서 이루어지는 것이 타당한 것으로 사료된다. 2) Mindlin 판, 복합판널, 복합재료적층판에 대한 정식화에서 경제조건이 회전방향탄성고속만 고려되고 힁방향 변위는 고정되어 자유와 단순지지 사이의 경제조건은 고려될 수 없으므오 이 에대한 보완 연구가 이루어져야 한다. 3) 본 고에서는 접수효과에 대한 연구결과의 소개는 없었으나, 이에대한 현재까지의 연구는 주로 평판에 대해 이루어졌다. 화물창내 국부판널 또는 이중저의 진동해석을 정도 노ㅍ게 수행하기 위해서는 보강판 및 복판팬널의 접수효과에 대한 연구가 적극적으로 이루어져야 한다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 1997.04a
• /
• pp.473-480
• /
• 1997

This paper presents the feasibility of the assumption that incident sound to panels might have a Gaussian distribution, instead of the well-known uniform distribution in the analysis of sound transmission loss of panels. Being compared with the latter, it seems that the former is physically more concrete. To prove the assumption, the problems with diffuse fields in reverberation room are considered by case study and comparisions of the prediction with the measurement of sound transmission loss of walls are performed. The results show good agreement between the two values.

• Journal of the Korean Orthopaedic Association
• /
• v.56 no.1
• /
• pp.26-33
• /
• 2021

Purpose: This study evaluated the results of dual plate fixation for periprosthetic femur fracture after total knee arthroplasty (TKA). Materials and Methods: From October 2007 to February 2013, 23 cases of periprosthetic femur fracture after TKA were treated at the author's hospital. There were 13 cases of fixation using a medial and lateral dual plate when the stability of the fracture site could not be achieved by one side fixation with a follow-up of more than one year. The cases included no loosening of the femoral component in fractures that were categorized as Lewis-Rorabeck classification II and supracondylar comminuted fractures and elongation of the fracture line to the lateral epicondyle of the femur or stem in the medullary canal. The mean age was 72 years (65-82 years), and 11 cases were female. Three cases had a stem due to revision. The mean bone marrow density was -3.2 (-1.7 to -4.4), and the mean period from primary TKA to periprosthetic fractures was 28 months (1-108 months). The mean follow-up period was 23 months (12-65 months). The medial fracture site was first exposed via the subvastus approach. Second, the supplementary plate was fixed on the lateral side of the fracture using a minimally invasive plate osteosynthesis technique. The average union time, complications, and Hospital for Special Surgery Knee Score (HSS) at the last follow-up were evaluated. Results: The mean union time was 17.4 weeks (7-40 weeks). Two cases showed delayed bone union and nonunion occurred in one case, in whom bone union was achieved three months later after re-fixation using a dual plate with an autogenous bone graft. The mean varusvalgus angulation was 1.67 degrees (-1.2-4.9 degrees), and the mean anterior-posterior angulation was 2.86 degrees (0-4.9 degrees) at the last follow-up. The mean knee range of motion was 90 degrees, and the HSS score was 85 points (70-95 points) at the last follow-up. Conclusion: Dual plate fixation for periprosthetic femur fractures that had not achieved stability by one side plate fixation after TKA showed a good clinical result that allowed early rehabilitation.

• Journal of the Korean earth science society
• /
• v.35 no.6
• /
• pp.484-497
• /
• 2014

This study aimed to investigate high school students' conceptions of plate tectonics. Seventy students (N=70) in their 2 year of high schools in the province of Chungcheong-do participated in this study, and they took a conception test of visual representation. We conducted a semi-structured interview with 10 volunteering participants out of seventy. After learning about the concept of plate tectonics, this study found that participants ended up having alternative conceptions relating to terminology, meaning of colors, plates' movement, plates' boundaries, position and cause of melting, mantle's physical conditions, and driving forces of plate motion. The conceptions that the participants held after class were organically related, which included the meaning of colors, mantle's physical characteristic, and driving forces of plate movement. In addition, the visual representation used for teaching plate tectonics influenced the students' understanding about terminologies, plates' boundaries, position of melting, and the physical characteristic of mantle. The study found that there were the factors of visual representation that caused the learners to create alternative conceptions in learning about plate tectonics.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.17 no.9 s.112
• /
• pp.829-835
• /
• 2006

In this paper, new structure of the Cassegrain reflector antenna whose spill-over is efficiently reduced by modified reflectors is proposed for high power. It can be achieved by designing the geometry of subreflector in Cassegrain system using two hyperbolic curves in order to be suitable a lager beamwidth of feeding pattern without broadening main reflector. Finally, radiation efficiency and side lobe level of the proposed Cassegrain reflector antenna can be improved respectively 9 %, 10 dB than conventional one.

• Journal of the Korean Society of Propulsion Engineers
• /
• v.16 no.3
• /
• pp.49-56
• /
• 2012

Rupture disks are a kind of safety device in high pressure equipment and they are used to control rupture pressure in the solid rocket motor. In this paper, a series of rupture experiments was performed using rupture disks made of AISI 316L and rupture pressure of rupture disks was calculated through various assumptions in relation between elasto-plastic material properties and true stress-strain curve. Experiment and FEA indicated rupture pressure is determined by size of rupture disks. As a result of elasto-plastic analysis, only multi-linear stress-strain curve was able to calculate meaningful estimations. Experimental results also showed rupture location are decided by the size of rupture disks. Experimental and FEA results will be applied to control rupture pressure of disks.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.41 no.3
• /
• pp.194-200
• /
• 2013

In this paper, the results of composite laminate mechanical joints test(ASTM D5961) are compared with the theoretical strength calculations and FEM analysis results. To calculate the S.C.F.(stress concentration factor) on joint strength, equations on metallic and composite materials in ASM Handbook used and compared with experimental results. The difference of joint strength are compared by geometrical parameters and joining types(single/double lap joint). In FEM analysis, to find efficient FEM model on composite laminate mechanical joint, several FEM models are compared with experimental test results.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.17 no.4
• /
• pp.400-413
• /
• 2016

The horizontal shear capacity when the flange of a steel girder is replaced with 80 MPa concrete is important for its structural safety. In this study, 6 specimens with different interface conditions were designed and fabricated based on the Limit State Design Code on Korean Highway Bridges and static tests were performed to measure the horizontal shear capacity. Not only the resistance factors of the stud shear connector, concrete and reinforcement, but also the surface conditions of the casing concrete and spacing of the horizontal shear reinforcements were used as the experimental variables. The experiments showed that the interfaces between the steel girder and the concrete flange have stronger joint performance than those between the concrete flange and deck slab. To ensure the composite action in the plastic zone, the conservative horizontal shear reinforcement is more important than the roughness in the concrete face.