• 한국양식학회지
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• 제13권2호
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• pp.119-128
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• 2000

진주담치(Mytilus edulis), 홍합(Mytilus coruscus), 참굴(Crassostrea gigas) 및 진주조개(Pinctata fucata martensii)를 인위적인 방란 방정을 유도하여 이들의 수정란과 부유유생을 사육하여 난 발생, 유생의 성장 및 형태를 비교한 결과는 다음과 같다. 수정란의 크기는 진주담치와 홍합이 각각 65.1 ${\mu}m$, 70.3 ${\mu}m$로 비슷한 크기를 보였고, 참굴과 진주조개는 각각 52.3 ${\mu}m$, 45.3 ${\mu}m$로 비슷한 크기를 보였다. 수정란에서 D형 유생으로 되는 데 소요되는 시간은 진주담치와 참담치는 자연수온(17.0$\pm$1$^{\circ}C$)에서 각각 47시간55분, 45시간 55분이 소요되었고, 참굴과 진주조개는 수온 21.$0^{\circ}C$와 26.$0^{\circ}C$에서 각각 23시간 55분과 22시간이 소요되었다. 진주담치, 홍합, 참굴, 진주조개가 초기 D형 유생에서 부착기 유생으로 성장하는 데는 각각의 수온에서 각각 20일, 27일, 22일, 및 21일이 소요되었고 이때의 평균 각장의 크기는 각각 194.1 ${\mu}m$, 233.6 ${\mu}m$, 274.9 ${\mu}m$, 190.9 ${\mu}m$ 였다. 초기 D형 유생에서 초기 부착기 유생까지 각장(L)과 각고(H)의 상관관계는 높으며, 각장에 따른 각고/각장의 비율(H/L)은 진주담치: H/L : 0.002L+0.5334 (($R^2$ = 0.957), 홍합: H/L : 0.001L+0.603 ($R^2$ : 0.944), 참굴: H/L =0.001L+0.871 (($R^2$=0.550) 및 진주조개: H/L =0.001L+0.791 (($R^2$ = 0.700)로 나타났다

• 천문학회보
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• 제42권1호
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• pp.55.1-55.1
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• 2017

A number of recent studies have claimed that the double red clump observed in the Milky Way bulge is a consequence of an X-shaped structure. In particular, Ness & Lang (2016) report a direct detection of a faint X-shaped structure in the bulge from the residual map of the Wide-Field Infrared Survey Explorer (WISE) image. Here we show, however, that their result is seriously affected by a bulge model subtracted from the original image. When a boxy bulge model is subtracted, instead of a simple exponential bulge model as has been done by Ness & Lang, we find that most of the X-shaped structure in the residuals disappears. Furthermore, even if real, the stellar density in the claimed X-shaped structure appears to be too low to be observed as a strong double red clump at $l=0^{\circ}$

• 한국공간구조학회논문집
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• 제20권3호
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• pp.71-79
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• 2020

In this paper, the hybrid prefabricated retrofit method that improve structural performance and reduce construction period was developed by using a finite element analysis. The hybrid prefabricated retrofit method consist of a Z-shaped side plate, a L-shaped lower plate, and a bottom plate containing an steel plate with openings. This shape has advantage that a retrofit method is possible regardless of the size of the beams and a follow-up process such as reinforcement bars placing are not required. The finite element analysis of hybrid Prefabricated retrofit method showed the most ideal stress distribution when the thickness of bottom plate was 10mm, the thickness of the L-shaped lower plate was 5mm, the thickness of the Z-shaped side plate was 2.5mm, and the bolt spacing was 200mm. The bending strength equation of Hybrid prefabricated retrofit method was proposed through the plastic stress distribution method in KDS 41 31 00. The result of Comparison the proposed equation with the finite element analysis, it is determined that the design of hybrid prefabricated retrofit method is possible through the KDS 41 31 00.

• 원예과학기술지
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• 제35권2호
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• pp.265-275
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• 2017

Selection of double-flowered plants at the seedling stage is one of the main purposes of stock breeding programs. Eight stock cultivars of Matthiola incana L. named 'Nobel', 'Cinderella', 'Pacific', 'Avalanche', 'Midblue', 'Lavender', 'Goddess' and 'Esfahan', with different percentage of double-flowered plants were used for examining the relationship with three morphological types of cotyledons. The results of a chi-square test indicated that in heart-shaped (HC) and cup-shaped cotyledon (CC) populations, the number of plants with double flowers was much more than that of single flowers and CC seedlings rarely produced single flowers. Therefore, increasing the number of CC seedlings can improve the percentage of double flowers. The highest and lowest numbers of CC seedling were observed in high double and single flower cultivars, respectively. Single flower cultivars showed the maximum count of dumbbell-shaped cotyledons. Chromosome pairing of these cultivars was evaluated using the squash technique. Aneuploid cells were found in 'Nobel' and 'Goddess' cultivars, which showed the highest percentage of CC seedling. Based on morphological measurements, the highest value of inflorescence size was observed in the seedlings with cup-shaped cotyledons.

• Steel and Composite Structures
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• 제23권1호
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• pp.17-29
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• 2017

The seismic performance of steel beam to concrete-encased composite column with unsymmetrical steel section joints is investigated and reported within this paper. Experimental and analytical evaluation were conducted on a total of 8 specimens with T-shaped and L-shaped steel section under lateral cyclic loading and axial compression. The test parameters included concrete strength, stirrup ratio and axial compression ratio. The response of the specimens was presented in terms of their hysterisis loop behavior, stress distribution, joint shear strength, and performance degradation. The experiment indicated good structural behavior and good seismic performance. In addition, a three-dimensional nonlinear finite-element analysis simulating was conducted to simulate their seismic behaviors. The finite-element analysis incorporated both bond-slip relationship and crack interface interaction between steel and concrete. The results were also compared with the test data, and the analytical prediction of joint shear strength was satisfactory for both joints with T-shaped and L-shaped steel section columns. The steel beam to concrete-encased composite column with unsymmetrical steel section joints can develop stable hysteretic response and large energy absorption capacity by providing enough stirrups and decreased spacing of transverse ties in column.

• Smart Structures and Systems
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• 제24권5호
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• pp.641-648
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• 2019

The authors investigate the feasibility of applying a vision-based displacement-measurement technique in the characterization of a SMA damper recently introduced in the literature. The experimental campaign tests a steel frame on a uni-axial shaking table driven by sinusoidal signals in the frequency range from 1Hz to 5Hz. Three different cameras are used to collect the images, namely an industrial camera and two commercial smartphones. The achieved results are compared. The camera showing the better performance is then used to test the same frame after its base isolation. U-shaped, shape-memory-alloy (SMA) elements are installed as dampers at the isolation level. The accelerations of the shaking table and those of the frame basement are measured by accelerometers. A system of markers is glued on these system components, as well as along the U-shaped elements serving as dampers. The different phases of the test are discussed, in the attempt to obtain as much possible information on the behavior of the SMA elements. Several tests were carried out until the thinner U-shaped element went to failure.

• 한국항행학회논문지
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• 제10권4호
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• pp.342-347
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• 2006

본 논문에서는 마이크로스트립 안테나의 좁은 대역폭 문제를 개선하여 CDMA대역을 비롯한, GSM, TRS대역을 통합할 수 있는 800MHz대역 광대역 안테나를 설계하고자 한다. L형 급전구조를 갖고 U-slot을 추가하여 이중 공진 효과를 이용하였다. 또한 이득의 개선을 위해 수직으로 적층 하였다. 설계 및 제작된 안테나의 주파수 대역폭(VSWR 2:1)은 789MHz~1086MHz로 297MHz(33%)의 양호한 특성을 보였으며, 또한 E-평면과 H-평면 모두 이득은 9.4dBi 이상, 3dB 빔폭은 $61^{\circ}$이상의 개선된 특성을 보였다.

• Structural Engineering and Mechanics
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• 제21권6호
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• pp.635-658
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• 2005

The possibility of detecting a crack in L-shaped pipes filled with fluid based on measurement of transverse natural frequencies is examined. The problem is solved by representing the crack by a massless rotational spring, simulating the out-of-plane transverse vibration only without solving the coupled torsional vibration and using the transfer matrix method for solution of the governing equation. The theoretical solutions are verified by experiments. The cracks considered are external, circumferentially oriented and have straight front. Pipes made of aluminium and mild steel are tested with water as internal fluid. Crack size to pipe thickness ratio ranging from 0.20 to 0.57 and fluid (gauge) pressure in the range of 0 to 10 atmospheres are examined. The rotational spring stiffness is obtained by an inverse vibration analysis and deflection method. The details of the two methods are given. The results by the two methods are presented graphically and show good agreement. Crack locations are also determined by the inverse analysis. The maximum absolute error in the location is 13.80%. Experimentally determined variation of rotational spring stiffness with ratio of crack size to thickness is utilized to predict the crack sizes. The maximum absolute errors in prediction of crack size are 17.24% and 16.90% for aluminium and mild steel pipes respectively.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2006년도 춘계종합학술대회
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• pp.219-222
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• 2006

본 논문에서는 마이크로스트립 안테나의 좁은 대역폭 문제를 개선하여 CDMA대역을 비롯한, GSM, TRS대역을 통합할 수 있는 800MHz대역 광대역 안테나를 설계하고자 한다. L형 급전구조를 갖고 U-slot을 추가하여 이중 공진 효과를 이용하였다. 설계된 안테나의 주파수 대역폭(VSWR 2:1)은 $797MHz\sim1013MHz$로 215MHz(23.8%)의 특성을 보였다. 또한 E-평면과 H-평면 모두 이득은 9.3dBi 이상, 3dB 빔폭은 $60^{\circ}$이상의 특성을 보였다.

• 한국정보통신학회논문지
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• 제10권6호
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• pp.998-1002
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• 2006

본 논문에서는 마이크로스트립 안테나의 좁은 대역폭 문제를 개선하여 CDMA대역을 비롯한, GSM, TRS대역을 통합할 수 있는 800MHz대역 광대역 안테나를 설계하고자 한다. L형 급전구조를 갖고 U-slot을 추가하여 이중 공진효과를 이용하였다. 설계된 안테나의 주파수 대역폭(VSWR 2:1)은 $797MHz\sim1013MHz$로 215MHz(23.8%)의 특성을 보였다. 또한 E-평면과 H-평면 모두 이득은 9.3dBi 이상, 3dB 빔폭은 $60^{\circ}$이상의 특성을 보였다.