• Steel and Composite Structures
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• 제21권1호
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• pp.195-216
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• 2016

The dynamic characteristics of continuous steel-concrete composite beams considering the effect of interlayer slip were investigated based on Euler Bernoulli's beam theory. A simplified calculation model was presented, in which the Mode Stiffness Matrix (MSM) was developed. The natural frequencies and modes of partial-interaction composite continuous beams can be calculated accurately and easily by the use of MSM. Proceeding from the present method, the natural frequencies of two-span steel-concrete composite continuous beams with different span-ratios (0.53, 0.73, 0.85, 1) and different shear connection stiffnesses on the interface are calculated. The influence pattern of interfacial stiffness on bending vibration frequency was found. With the decrease of shear connection stiffness on the interface, the flexural vibration frequencies decrease obviously. And the influence on low order modes is more obvious while the reduction degree of high order is more sizeable. The real natural frequencies of partial-interaction continuous beams commonly used could have a 20% to 40% reduction compared with the fully-interaction ones. Furthermore, the reduction-ratios of natural frequencies for different span-ratios two-span composite beams with uniform shear connection stiffnesses are totally the same. The span-ratio mainly impacts on the mode shape. Four kinds of shear connection stiffnesses of steel-concrete composite continuous beams are calculated and compared with the experimental data and the FEM results. The calculated results using the proposed method agree well with the experimental and FEM ones on the low order modes which mainly determine the vibration properties.

• 한국정보통신학회논문지
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• 제17권1호
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• pp.197-203
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• 2013

40 채널의 10 Gb/s 파장 다중화된 RZ 포맷 광신호를 3000 km 까지 전송하면서 전송 링크 구간의 거리 변화에 따른 광신호의 최적 신호 세기에 대해 연구하였다. 링크 구간의 거리를 40 km 로부터 140 km 까지 20 km 씩 변화시켰고, 각각의 링크 구간 조건에서 SSMF와 DCF에 입사되는 광신호의 세기를 변화시키면서 신호 성능인 Q 값을 측정하여 비교하였다. 링크 구간이 증가함에 따라서 SSMF에 입사되는 광세기의 최적값은 1 dB/km 의 비율로 선형적으로 증가하였고, DCF에 입사되는 광세기의 최적값은 100 km 링크 구간 거리까지는 0.5 dB/km 비율로 증가하였으나 그 이상의 구간 거리에서는 변화가 없었다. 이 같은 경향은 총전송 거리가 2000 km나 30000 km에서 동일하게 유지되었으며, 전송선에 사용된 광증폭기의 잡음지수를 5 dB에서 7 dB로 변경되어도 변화 없이 유지되었다.

• 생물환경조절학회지
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• 제29권4호
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• pp.428-439
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• 2020

본 연구는 PO필름과 PE필름을 온실의 피복재로 적용하였을 때 작물 수량 증대 및 에너지 절감에 미치는 영향을 조사하였다. 시험온실은 국립원예특작과학원 시설원예연구소 내에 위치한 단동온실(1-1W) 2동(B21, B23)과 2연동온실(1-2W형) 2동(B15, B16)을 사용하였다. 단동온실의 규격은 폭 7.2m, 길이 30m, 측고 1.5m, 동고 3.6m 이고, 연동온실의 규격은 폭 8m, 길이 40m, 측고 3.1m, 동고 5.8m의 온실로서 이 중 골조로 된 아치형 표준온실이다. 동절기 시험을 위하여 PO필름(외피 0.15mm, 내피 0.10mm)을 단동과 연동의 온실 피복재로 사용하였으며 대조구 온실로서 PE필름(외피 0.15mm, 내피 0.10mm)을 단동과 연동에 설치하였다. 시험작물은 완숙토마토 '해피니스'를 토양재배 하였고 2019년 12월3일에 정식하여 2020년 4월 30일까지 재배하였다. 온실내부 야간 설정온도는 15℃를 유지하였으며 주간에는 23~24℃를 유지할 수 있도록 측창 및 천창을 개방하였다. PO필름의 단동 및 연동온실 내부에서의 일사량, 온습도 등을 측정하였고, 재배 기간 동안의 생육량을 조사하였으며 에너지 절감 효과를 조사하기 위해 피복재별 시험온실의 온풍난방기 연료 소비량을 조사하였다. 조사 결과 단동온실에서의 일사량은 PO필름 온실에서 PE필름 온실보다 7% 증가하였고 수확량은 20% 증대되었다. 연동온실에서의 일사량은 PO필름 온실에서 PE필름 온실보다 11% 증가되었고, 수확량은 9% 증가하였다. 또한 온실내부의 일평균 온습도 측정 결과 단동온실은 PE, PO필름 온실이 19.0℃, 19.1℃, 상대습도 75%를 나타냈고 연동온실은 PO필름 온실이 19.6℃, 상대습도 57%를 나타냈고 PE필름 온실이 18.8℃, 상대습도 63%를 나타냈다. 연료 소비량은 단동온실의 PO필름 온실이 PE필름 온실보다 12.4% 절감되었고 연동온실에서는 PO필름 온실이 PE필름 온실보다 11.5% 절감된 것으로 나타났다.

• 한국농공학회논문집
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• 제49권6호
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• pp.47-54
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• 2007

This paper is on the research of the special character of the dynamic response according to a design of the clamped reinforced concrete slab. In this study, the 20-node solid element has been used to analyze the dynamic characteristics of RC slabs with clamped edges. The elasto-visco plastic model for material non-linearity and the smeared crack model have been adopted in the finite element formulation. The design factor, which affect the dynamic response of the reinforced concrete slab, are the steel layer thickness, steel layer depth, steel layout method, steel layout angle and the slab thickness and span ratio. The main purpose of this study was to find out the dynamic response of the reinforced concrete slab according to above variables. The reduction of deflection/thickness ratio appeared less than 2% when the slab thickness between 20 and 21cm. It is desirable that the slab thickness must be above 20-21cm. The reduction ratio of deflection is appeared greatly when the value of the span/thickness ratio is between 25 and 30. In conclusion, the steel layer depth and thickness had a little effect on deflection of the dynamic response, but had no effect on the steel layout angle.

• 한국식품조리과학회지
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• 제12권1호
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• pp.92-98
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• 1996

쌀가루(200 mesh)로 만든 슈의 품질을 향상시키기 위하여 가장 효과적인 첨가물의 종류와 첨가비율을 구명하고져 본 실험을 수행하였다. 첨가물로는 lecithin, span 20, span 40, span 80 등의 유화제와, gelatin, arabic pm, methylcellulose, CMC 등의 점증제를 사용하였다. 1. 쌀가루만으로도 슈형성은 가능하였다. 2. 그러나, 유화제를 첨가하면 쌀가루만의 무첨가구 보다 관능평가에서는 유의차가 없었지만 팽화력이 우수하였다. 3. 점증제로는 큰 효과가 없었으며, 오히려 다량첨가시에는 반죽의 경도가 커져서 슈내부에 공동이 형성되지 않았다. 4. 두가지의 유화제나 점증제와의 복합사용은 유화제 단독 사용시보다 효과가 없었다. 5. Lecithin을 0.6%로 첨가할 경우, 슈의 품질이 가장 우수하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.775-783
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• 2010

새마을 동차를 유지보수하는 용산기지의 이전에 따른 새마을 동차를 유지보수 할 기지가 없어, 현재 내구연한 20년인 새마을동차의 조기폐차가 논의 되고 있지만, 철도차량의 도입에 많은 비용이 소요되고, 정확한 정책판단이 요청되어 경제성 분석을 시행하였다. 분석을 위해 기존의 PP동차를 조기 폐차하는 경우와 신규간선형 EMU를 도입하는 경우, 철도차량정밀진단을 통해 PP동차를 내구연한을 초과하여 사용하는 경우를 시나리오 설정을 통해서 경제성분석을 시도하였다. 경제성 분석을 위해서 크게 유지보수비, 운영비, 차량감가상각비(차량 잔존가액)와 조기폐차에 따른 부대적인 비용을 산정하여 분석하였다. 특정한 철도공사의 사례이지만, 디젤차량과 전기차량의 운영비적인 측면에서 상세한 검토자료가 될 수 있다.

• Structural Engineering and Mechanics
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• 제37권1호
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• pp.39-59
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• 2011

Results of an experimental investigation on the behavior and ultimate shear capacity of 27 reinforced concrete Transfer (deep) beams are summarized. The main variables were percent longitudinal(tension) steel (0.28 to 0.60%), percent horizontal web steel (0.60 to 2.40%), percent vertical steel (0.50to 2.25%), percent orthogonal web steel, shear span-to-depth ratio (1.10 to 3.20) and cube concrete compressive strength (32 MPa to 48 MPa).The span of the beam has been kept constant at 1000 mm with100 mm overhang on either side of the supports. The result of this study shows that the load transfer capacity of transfer (deep) beam with distributed longitudinal reinforcement is increased significantly. Also, the vertical shear reinforcement is more effective than the horizontal reinforcement in increasing the shear capacity as well as to transform the brittle mode of failure in to the ductile mode of failure. It has been observed that the orthogonal web reinforcement is highly influencing parameter to generate the shear capacity of transfer beams as well as its failure modes. Moreover, the results from the experiments have been processed suitably and presented an analytical model for design of transfer beams in high-rise buildings for estimating the shear capacity of beams.

• 한국산업융합학회 논문집
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• 제25권3호
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• pp.357-363
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• 2022

In this study, in order to develop an non-slip metal grating, the stability of the grating according to the span of the grating and the gap and height of the bearing bar was evaluated. The optimal shape design of the grating was performed using the results of determining the stability of the grating. The purpose of this study is to determine the stability according to the spacing and height of the bearing bar by applying the design pressure at the design stage to develop the anti-skid grating, and to design the optimal shape for cost reduction. In the optimal design, the target variable was set as the mass, and the optimal design of the grating was performed based on about 20%. Regardless of the height of the bearing bar of the grating, the stress and deformation of the span and the grating showed a proportional tendency to each other, and it was found that the stress decreased as the height of the bearing bar increased. Based on the structural analysis results, an optimal design was performed using mass as the objective variable, and the existing 2mm thickness was changed to 1.6mm, reducing the mass by about 19%. The stress increased by about 4.4% compared to the maximum stress of the existing grating, but the minimum safety factor was 3.1, indicating that the optimally designed grating was stable.

• Computers and Concrete
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• 제29권3호
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• pp.161-168
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• 2022

Bridges using double-tee (DT) girders from 12 m to 15 m are one of the good choices to improve accessibility in rural areas of the Mekong River Delta. In this study, nonlinear finite element method (FEM) analysis was conducted with different constitutive laws of materials. The FEM analysis results were compared to experimental results to confirm the applicability of the constitutive laws of materials for DT girders. A parametric study through FEM analysis was then conducted to investigate the effect of span lengths, top flange depths, and a number of prestressing tendons on the capacity of DT girders in order that propose DT girders for rural bridges. Parametric results showed that the top flange depth of a DT girder for rural bridges could be 120 mm. The DT girder with a span length of 12 m or 13 m could be used 16 tendons, while the DT girder with a span length of 14 m or 15 m could be set up with 20 tendons. The prestressed concrete DT girders based on FEM results can be suggested for the construction of rural bridges.

• 한국산업융합학회 논문집
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• 제20권1호
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• pp.8-18
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• 2017

This research analyzed the ventilation effect of the multi-span greenhouse based on the types of greenhouse structure, weather conditions, and locations inside the greenhouse. To compare and analyze the ventilation effects with different types of greenhouse, the uniform environmental conditions should be selected in advance. But these factors are not controlled and require tense many precision facilities and labor forces. Thus, the CFD simulation was used for the air stream to be analyzed qualitatively and quantitatively. In addition, for the ventilation effect analysis, the TGD (Tracer Gas Decay) was used to overcome the shortcomings of the current ventilation measurement method. The calculation error of ventilation rate using TGD was low (10.5%). Thus, the TGD is very effective in calculating the ventilation efficiency. The wind direction of 90 degrees showed the best ventilation effect. The ventilation rate also decreased along the air circulation path, and the rate was the lowest around the outlet. The computed fluid method (CFD) turned out to be a power tool for simulating flow behavior in greenhouse.