• Proceedings of the Korean Aquaculture Society Conference
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• 2003.10a
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• pp.113-113
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• 2003

본 연구에서는 나일틸라피아, Oreochomis niloticus를 대상으로 염화나트륨, 포르말린 및 과망간산칼륨에 의한 24시간 급성독성 조사를 실시하였다. 부화 후 14일의 양식산 나일틸라피아 치어(평균 전장 14.8±1.1 mm, 평균 체중 0.05±0.01 g)를 공시어로 사용하였다. 3반복 실험 후의 각 농도에 따른 24시 간 LC/sub 50/ 값과 95% 유의수준에서의 상한치와 하한치는 Litchfield and Wilcoxon 법(US EPA, 1978)에 따른 'probit analysis' software로 계산하였다. 각 처리군의 24시간 LC/sub 50/은 매우 좁은 농도 범위 내에서 급성독성 값에 대한 신뢰범위가 결정되었으며, 처리 농도 증가에 따라 매우 유의한 농도 의존성을 나타내었다. 대조군 나일틸라피아 치어는 희석수에 24시간 처리시 모두 생존하였다. 염화나트륨의 24시간 LC/sub 50/ 값은 18.6‰ 이었으며 95% 신뢰한계의 상한치는 18.7‰, 하한치는 18.5‰ 이었다. 포르말린의 24시간 LC/sub 50/ 값은 152 ppm 이었으며 95% 신뢰한계의 상한치는 156 ppm, 하한치는 148 ppm 이었다. 과망간산칼륨의 24시간 LC/sub 50/ 값은 2.09 ppm 이었으며 95% 신뢰한계 상한치는 2.11 ppm, 하한치는 2.07 ppm 이었다. 포르말린과 과망간산칼륨의 24시간 처리시 죽은 나일틸라피아 치어 개체들은 공통적으로 호흡 장애로 기인된다고 판단되는, 아가미덮개 열림과 아울러 입이 열렸고, 표피 점액에 손상을 입는 독성 증후를 보였다. 본 연구 결과와 더불어 앞으로, 1시간 혹은 2시간의 영향농도(Effect concentration) 파악, stage 민감도 조사, 처리 시간 및 처리 환경을 달리한 급성독성에 관한 연구가 필요할 것이다.}C$에서 전반적으로 증가하였으며, 저 수온인 15$^{\circ}C$는 4 시간까지 낮아지다가 이후 증가 되었다. Hb농도는 3$0^{\circ}C$및 $25^{\circ}C$에서 전반적으로 증가하는 경향을 보였으나 4 시간째 일시적으로 감소하는 경향을 보였다. 15$^{\circ}C$에서는 4시간째까지는 감소되었다가 6 시간째에는 높아지는 경향을 보였다. 이러한 증가된 경향은 온도가 높아질수록 용존 산소의 포화도가 낮아져 산소부족 요인에 의해 적혈구수의 증가와 함께 Ht수치도 높아지며 아가미운동을 통한 혈액으로의 산소운반이 능동적으로 이루어지고 있음을 나타내고 있다. 혈장 코티졸의 농도는 $25^{\circ}C$에서는 증가하는 경향을 보였으며, 1$0^{\circ}C$및 3$0^{\circ}C$에서는 1 시간까지 증가되었다가 회복되는 경향을 나타내었다. 신장에서의 SOD활성은 $25^{\circ}C$인 경우 대조구보다 높은 값을 유지하였다. 하지만, 30도에서는 4 시간째까지 증가하는 경향을 보였으나 이후 감소하는 경향을 보였으며, 저온인 1$0^{\circ}C$에서는 감소하였다. 간장에서의 CAT의 활성은 3$0^{\circ}C$인 경우 4시간까지 $25^{\circ}C$ 및 15$^{\circ}C$에서는 2 시간까지 증가하였다가 이후 낮아지는 경향을 보였다. 이상의 결과로 고ㆍ저 수온변화에 따른 스트레스가 장기화될 경우 어체의 건강상에 문제점의 발생하여 대량 폐사 및 질병발생의 야기될 것으로 사료된다.은 먹이 공급 6시간 후 가장 높은 값인 44.19$\pm$

• Journal of KSNVE
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• v.11 no.3
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• pp.443-448
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• 2001

The subjective unwantedness felt from the noise sources in living environment has been evaluated by investigating the limit of perceptual loudness of the noise. The noise limits were selected by the subjects. And the noises were analyzed to find out whether there is any correlation with Zwicker parameters and ACF/IACF factors. It seemed that the loudness of noise from vacuum cleaner does not affect its perceives noisiness. Traffic noise also seems to be less influential in annoyance rating. It was resealed that floor impact noise generated by bang machine is the most irritating noise that can be heard in residential buildings.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.11b
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• pp.486-491
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• 2002

Auditory experiments based on subjective responses were undertaken for the standard heavy and light weight impact noise. Relations between noise levels and subjective evaluations were also investigated. As a result, it was shown that the noise class was rated with the range of sensible satisfaction by investigating the various social responses for the floor impact noise. The rate classification for the heavy weight impact noise is suggested as a design guide for concrete slabs which satisfy the residents' requirements in various sound insulation capacities of multistory residential buildings.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.11b
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• pp.547-552
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• 2002

The purpose of this study is to propose indoor noise level in residential buildings affected by transportation noise (road traffic, railway and air-craft noise) based on subjective evaluations, 30 subjects participated in the experiment to evaluate the noise. Experimental environment reproduced real living and office environment, and in asking subjects' annoyance to the noise. An experiment to investigate the subjective responses to various computer noises (CD-Rom, HDD, Fan) in office environment was also undertaken. The Result shows that the lower limit of transportation noise is $40{\sim}41dB(A)$ and upper limit is $55{\sim}60dB(A)$, whereas the lower limit of various computer noises is $36{\sim}40dB(A)$ and upper limit is $45{\sim}52dB(A)$.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.20 no.3
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• pp.910-932
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• 1996

A problem of determining the effective conductivity of a useful model of sphere-matrix type, disordered three-phase composite media is considered. Specifically, a three-phase media in which two-phase composite spheres, consisting of spheres of conductivity $k_2$((phase 2) and concentric shells of conductivity $k_3$(phase 3), are randomly distributed in a matrix of conductivity $k_1$( (phase 1) is considered. As for the structure models configuring three-phase composite media, three different structure models of PCS, PS-1 and PS-2 models are defined, which are analogous to well-established PCS, PS structure models of two-phase composite media. Futhermore, a generalized PS-PCS structure model is proposed to incorporate thesee three different models in one. Effective condectivity $k^{\ast}$of multiphaes composite media is greatly influenced by the phase connectivity of each disspersed phase material, as well as phase conductivities and phase volume fractions. Phase connectivity of three-phase PCS, PS-1, PS-2 composite media is quantified by the impentrability parameter $\lambda$. Mathematically rigorous first-order cluster bounds on $k^{\ast}$ are derived for these models of three-phase composite media, and as computation examples, first-order cluster bounds on $k^{\ast}$ for three-phase composites consisting of largely different phase conductivities are computed and compared as function of concnectivity parpmeter $\lambda$. Results and discussions are given.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.259-269
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• 2005

This paper describes the application of genetic algorithm for the discrete optimum design of reinforced concrete continuous beams. The objective is to minimize the total cost of reinforced concrete beams including the costs of concrete, form work, main reinforcement and stirrup. The flexural and shear strength, deflection, crack, spacing of reinforcement, concrete cover, upper-lower bounds on main reinforcement, beam width-depth ratio and anchorage for main reinforcement are considered as the constraints. The width and effective depth of beam and steel area are taken as design variables, and those are selected among the discrete design space which is composed with dimensions and steel area being used from in practice. Optimum result obtained from GA is compared with other literature to verify the validity of GA. To show the applicability and efficiency of GA, it is applied to three and five span reinforced concrete beams satisfying with the Korean standard specifications.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.2
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• pp.324-334
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• 2017

The simulators for a plant unit master control (UMC) developed by domestic or overseas researchers have been developed for operator-training purposes. UMC simulators normally constructed at the end of the plant construction, despite the UMC logics, should be simulated to pre-check many signal interfaces within the power generation systems. Because of the differences in construction schedule, it is difficult for logic designers or commissioning engineers to simulate the UMC logic during the design or commissioning stage. In this background, this paper proposes a simulation method that can be used easily by plant logic designers or operators in the MATLAB Simulink programming environment. The core of the UMC is realized with a unique simulation algorithm based on mathematical analysis and functional blocks combination. In addition, an integer-based configuration was proposed to realize the plant target value control for the equipment in the logic. With these simulation methods, functions, e.g., load distribution, high-low limitations, frequency compensation, etc. were simulated. The results showed that the plant UMC logic can be simulated in Simulink without a plant simulator. The various functions proposed in this paper can provide useful information about Simulink-based simulation design for plant logic designers or commissioning engineers during the power plant construction period.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.2
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• pp.95-109
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• 1993

In this study, the optimal configuration of arch structure has been tested by a decomposition technique. The object of this study is to provide the method of optimizing the shapes of both two hinged and fixed arches. The problem of optimal configuration of arch structures includes the interaction formulas, the working stress, and the buckling stress constraints on the assumption that arch ribs can be approximated by a finite number of straight members. On the first level, buckling loads are calculated from the relation of the stiffness matrix and the geometric stiffness matrix by using Rayleigh-Ritz method, and the number of the structural analyses can be decreased by approximating member forces through sensitivity analysis using the design space approach. The objective function is formulated as the total weight of the structures, and the constraints are derived by including the working stress, the buckling stress, and the side limit. On the second level, the nodal point coordinates of the arch structures are used as design variables and the objective function has been taken as the weight function. By treating the nodal point coordinates as design variable, the problem of optimization can be reduced to unconstrained optimal design problem which is easy to solve. Numerical comparisons with results which are obtained from numerical tests for several arch structures with various shapes and constraints show that convergence rate is very fast regardless of constraint types and configuration of arch structures. And the optimal configuration or the arch structures obtained in this study is almost the identical one from other results. The total weight could be decreased by 17.7%-91.7% when an optimal configuration is accomplished.