• Journal of the Korea Concrete Institute
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• v.24 no.1
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• pp.25-35
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• 2012

For a member subjected to direct shear forces, forces are transferred across interface concrete area and resisted by shear transfer capacity. Shear-friction equations in recent concrete structural design provisions are derived from experimental test results where shear-friction capacity is defined as a function of steel reinforcement area contained in the interface. This empirical equation gave too conservative values for concrete members with large amounts of reinforcement. This paper presents a method to evaluate shear transfer strengths and to define ultimate conditions which result in crushing of concrete struts after yielding of longitudinal reinforcement perpendicular to the interface concrete. This method is based on the bi-axial stress field theory where different constitutive laws are applied in various means to gain accurate shear strengths by considering softening effects of concrete struts based on the modified compression-field theory and the softened truss model. The validity of the proposed method is examined by applying to some selected test specimens in literatures and results are compared with recent design code provisions. A general agreement is observed between predicted and measured values at ultimate loading stages in initially uncracked normal-strength concrete test.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.3
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• pp.403-414
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• 1994

Nonlinear analysis of RC containment structure under thermal load and pressure is presented to trace the behaviour after an assumed LOCA. The temperature distribution varying with time through the wall thickness is determined by transient finite element analysis with the two time level scheme in time domain. The layered shell finite elements are used to represent the containment structures in nuclear power plants. Both geometric and material nonlinearities are taken into account in the finite element formulation. The constitutive relation of concrete is modeled according to Drucker-Prager yield criteria in compression. Tension stiffening model is used to represent the tensile behaviour of concrete including bond effect. The reinforcing bars are modeled by smeared layer at the location of reinforcements accounting elasto-plastic axial behaviors. The steel liner model under Von Mises yield criteria is adopted to represent elastic-perfect plastic behaviour. Geometric nonlinearity is formulated to consider the large displacement effect. Thermal stress components are determined by the initial strain concept during each time step. The temperature differential between any two consecutive time steps is considered as a load incremental. The numerical results from this study reveal that nonlinear temperature gradient based on transient thermal analysis will produces excessive large displacement. Nonlinear behavior of containment structures up to ultimate stage can be traced reallistically. The present study allows more realistic analysis of concrete containment structures in nuclear power plants.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.10
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• pp.1427-1435
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• 2010

A mixed finite element model was developed using the classical plate theory to analyze the nonlinear bending of a plate. The appropriate weight functions for the constraints integrated over the domain were determined by the Lagrange multiplier method by using the principle of minimum virtual energy; which provides the constitutive relations between force-like variables and strains. All of detail terms of element wise coefficient matrices and associate tangent matrices to be used in the Newton iterative method are presented. Then, the linear solutions of the current model and those of the traditional displacement model under the SS (simple support) boundary conditions were compared with the existing analytical solution. The post-processed images of the nonlinear results of the force-like variables are presented to show the continuity of the solutions at the joint of the element boundaries. Finally, the converged nonlinear finite element solutions of the current model are compared with those of existing traditional displacement model.

• Journal of Plant Biotechnology
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• v.32 no.4
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• pp.263-268
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• 2005

Porcine epidemic diarrhea virus (PEDV) causes acute enteritis in pigs of all ages and is often fatal for neonates. In order to develop sweetpotato plants expressing PEDV antigen, we constructed the vector expressing spike gene of PEDV under the control of sweetpotato sporamin promoter or constitutive CaMV 35S promoter. The spike protein region of PEDV was synthesized by PCR and linked to each promoter, Transgenic sweetpotato [Ipomoea batatas (L.) Lam. cv. Yulmi] plants were developed from embryogenic calli following Agrobacterium tumefaciens-mediated transformation. The co-cultured embryogenic calli transferred to selective MS medium containing 1 mg/L 2,4-D, 100 mg/L kanamycin, and 400 mg/L claforan. These embryogenic calli were subcultured to the same selection medium at 3 weeks interval. Kanamycin-resistant calli transferred to hormone-free MS medium with kanamycin gave rise to somatic embryos and then converted into plantlets in the same medium. Southern blot analysis confirmed that the spike gene of PEDV was inserted into the genome of the sweetpotato plants. RT-PCR revealed that the spike gene of PEDV was highly expressed in transgenic sweetpotato plants.

• Journal of Plant Biotechnology
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• v.47 no.2
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• pp.157-163
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• 2020

Calmodulin (CaM) mediates cellular Ca²⁺ signals in the defense responses of plants. We previously reported that GmCaM-4 and 5 are involved in salicylic acid-independent activation of disease resistance responses in soybean (Glycine max). Here, we generated a GmCaM-4 cDNA construct under the control of the cauliflower mosaic virus (CaMV) 35S promoter and transformed this construct into potato (Solanum tuberosum L.). The constitutive over-expression of GmCaM-4 in potato induced high-level expression of pathogenesis-related (PR) genes, such as PR-2, PR-3, PR-5, phenylalanine ammonia-lyase (PAL), and proteinase inhibitorII (pinII). In addition, the transgenic potato plants exhibited enhanced resistance against a bacterial pathogen, Erwinia carotovora ssp. Carotovora (ECC), that causes soft rot disease and showed spontaneous lesion phenotypes on their leaves. These results strongly suggest that a CaM protein in soybean, GmCaM-4, plays an important role in the response of potato plants to pathogen defense signaling.

• Journal of Sericultural and Entomological Science
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• v.52 no.1
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• pp.39-44
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• 2014

We isolated highly-expressed genes in the posterior silk glands of silkworm on a previously study, which one of these was identified as RNA binding protein-1 homologue (RBP-1) gene. In this study, we investigated gene expressional characteristics of the RBP-1 depending on silkworm development stages and several tissues of the larvae, respectively. Northern blot hybridization analysis showed that the RBP-1 gene was expressed high in larval and pupal periods, and highly expressed than endogenous internal control gene (BmA3) on all tested larval tissues. In addition, we isolated and analyzed a phage DNA having 1,660 bp-long promoter region of the RBP-1 gene from a genomic DNA library. To study the RBP-1 gene promoter activity, RBP-1 (-740/+ 30) was amplified by PCR and subcloned into a pGL3 basic vector to generate pGL-RBP1. A luciferase report vector carrying RBP-1 gene promoter (770 bp) was tested by luciferase assay in Sf9 cells. In the result, the RBP-1 gene promoter was more efficient than constitutive promoter (BmA3) by approximately ten percent.

• Magazine of the Korean Society of Agricultural Engineers
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• v.39 no.4
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• pp.106-113
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• 1997

Dynamic loading of structures often causes excursions of stresses well into the inelastic range, and the influence of the geometric changes on the dynamic response is also significant in many cases. Therefore, both material and geometric nonlinearity effects should be considered in case that a dynamic load acts on the structure. A structure in a nuclear power plant is a structure of importance which puts emphasis on safety. A nuclear container is a pressure vessel subject to internal pressure and this structure is constructed by a reinforced concrete or a pre-stressed concrete. In this study, the material nonlinearity effect on the dynamic response is formulated by the elasto-viscoplastic model highly corresponding to the real behavior of the material. Also, the geometrically nonlinear behavior is taken into account using a total Lagrangian coordinate system, and the equilibrium equation of motion is numerically solved by a central difference scheme. The constitutive relation of concrete is modeled according to a Drucker-Prager yield criterion in compression. The reinforcing bars are modeled by a smeared layer at the location of reinforcements, and the steel layer model under Von Mises yield criteria is adopted to represent an elastic-plastic behavior. To investigate the dynamic response of a nuclear reinforced concrete containment structure, the steel-ratios of 0, 3, 5 and 10 percent, are considered. The results obtained from the analysis of an example were summarized as follows 1. As the steel-ratio increases, the amplitude and the period of the vertical displacements in apex of dome decreased. The Dynamic Magnification Factor(DMF) was some larger than that of the structure without steel. However, the regular trend was not found in the values of DMF. 2. The dynamic response of the vertical displacement and the radial displacement in the dome-wall junction were shown that the period of displacement in initial step decreased with the steel-ratio increases. Especially, the effect of the steel on the dynamic response of radial displacement disapeared almost. The values of DMF were 1.94, 2.5, 2.62 and 2.66, and the values increased with the steel-ratio. 3. The characteristics of the dynamic response of radial displacement in the mid-wall were similar to that of dome-wall junction. The values of DMF were 1.91, 2.11, 2.13 and 2.18, and the values increased with the steel-ratio. 4. The amplitude and the period of the hoop-stresses in the dome, the dome-wall junction, and the mid-wall were shown the decreased trend with the steel-ratio. The values of DMF were some larger than those of the structure without steel. However, the regular trend was not found in the values of DMF.

• The Journal of Engineering Geology
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• v.20 no.3
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• pp.231-242
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• 2010

In order to assess applicability of debris flow simulation on natural terrain in Korea, this study introduced the DEBRIS-2D program which had been developed by Liu and Huang (2006). For simulation of large debris flows composed of fine and coarse materials, DEBRIS-2D was developed using the constitutive relation proposed by Julien and Lan (1991). Based on the theory of DEBRIS-2D, this study selected a valley where a large debris flow was occurred on July 16th, 2006 at Deoksanri, Inje county, Korea. The simulation results show that all mass were already flowed into the stream at 10 minutes after starting. In 10minutes, the debris flow reached the first geological turn and an open area, resulting in slow velocity and changing its flow direction. After that, debris flow started accelerating again and it reached the village after 40 minutes. The maximum velocity is rather low between 1 m/sec and 2 m/sec. This is the reason why debris flow took 50 minutes to reach the village. The depth change of debris flow shows enormous effect of the valley shape. The simulated result is very similar to what happened in the field. It means that DEBRIS-2D program can be applied to the geologic and topographic conditions in Korea without large modification of analysis algorithm. However, it is necessary to determine optimal reference values of Korean geologic and topographic properties for more reliable simulation of debris flows.

• Microbiology and Biotechnology Letters
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• v.29 no.2
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• pp.72-77
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• 2001

Expression of f3 ~agarase Gene and Catabolite Repression in Escherichia coli by the Promoter of Alginate Lyase Gene Isolated from Marine Pseudomonas sp. Jin, Cheal~Ho, J~Hyeon Park, Jeong-Hyun Han, YoonM Hyeok Chae, Jong~Hee Lee, Jung-Kee Lee!, and In-800 Kong*. Faculty of Food Science and Biotechnology, Pukyong National UniversitYt Pusan 608-737, Korea, llnBioNet Co. 1690-3 Taejon 306-230, Korea - Promoter is a key factor for expression of the recombinant protein. There are many promoters for overexpression of protein in various organisms. The aly promoter of Pseudomonas sp. W7 isolated from marine environment was known to be a constitutive expression promoter of the alginate lyase gene, and it's promoter activity is repressed by glucose in Escherichia coli. To investigate the catabolite repression of the aly promoter ~md association between the promoter mutants, f3 agarase gene, which was also cloned from Pseudomonas sp. W7 was connected to the aly promoter with the sequence the coding 46 N-terminal amino acids ofthe alginate lyase gene. The constructed plasmid was introduced into E. coli and the agarase activity was measured. Fourty six amino acids of the alginate lyase gene was serially deleted using peR to the direction of 5' upstream region and subcloned. The agarase was overexpressed by the aly promoter and the production of agarase was repressed by the addition of glucose into culture media. Fourty six amino acids of alginate lyase did not affect the production of agarase at all. The deletion of a putative stem-loop structure in the aly promoter induced the decrease of f3 -agarase productivity.

• Journal of Yeungnam Medical Science
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• v.13 no.2
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• pp.159-172
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• 1996

대기오염물질이면서 동시에 생체내 화학반응의 산물이기도 한 nitric oxide(NO)는 그 생체내 분포가 광범위하고 생리적 역할이 다양하여, 최근의 생명과학 분야에서 가장 크게 주목받는 몇가지 연구대상 중 하나이다. 세포에서의 NO 산생은 nitric oxide synthase (NOS)에 의해 촉매되는데, 이들은 brain form (bNOS, neuronal; nNOS, NOS I), inducible form (iNOS), 및 endothelial form(eNOS)로 구분되는데, 이중 bNOS(nNOS)와 eNOS는 inducible form에 대비되는 constitutive form(cNOS)에 해당하므로 각각 ncNOS 와 ecNOS로도 불리운다. NOS는 아미노산인 L-arginine을 산소와 결합시켜 L-citrulline으로 변환시키면서 NO를 유리하고, 이 NO는 세포내의 guanylate cyclase를 활성화하여 cyclic GMP를 생산하거나, superoxide(O2-) 및 수소이온과 차례로 결합하여 반응성이 매우 높은 수산화기(-OH)를 발생시켜 세포독작용을 유발하기도 한다. 정상상태에서 뇌혈관내피세포의 ecNOS로 부터 유리된 NO는 혈관을 확장시켜 신경세포에 대한 산소공급을 원활히 유지해 주지만, 순환장애를 일으켰을 때는 뇌조직내의 iNOS로부터 대량의 NO가 유출되어 신경세포의 손상을 가져온다. 호흡기에서는 NO가 기도평활근을 이완시키고 폐혈류를 개선하므로, 미숙아나 성인의 호흡장애시에 소량의 NO를 흡입시키면 oxygenation을 호전시킬 수 있다. 그러나 대기오염이나 흡연 등으로 대량의 NO를 흡입할 경우 치명적인 폐부종이나 methemoglobin혈종을 일으킬 수 있다. 순환계에서는 cNOS가 혈관을 확장시켜 조직의 혈류를 유지하는데 일익을 담당한다. 세균내 독소(lipopolysaccharide; LPS)나 각종 명역조절물질들이 혈관내피세포와 혈관평활근세포로 부터 과다한 NO를 유리시키면 혈압이 급격히 떨어져 순환허탈상태에 빠지게 된다. 심장에서는 관상혈관 내피세포의 eNOS가 심근의 혈류를 유지해 주지만 허혈이나 세균내독소 또는 면역조절물질 등에 의하여 심근세포나 침윤된 대식세포의 iNOS로 부터 과량의 NO가 유리되면 심근세포의 손상이 초래된다. 신장에서는 내피세포의 cNOS에 의하여 사구체여과가 조절되고 있는데, 세균내독소나 면역 조절물질 등에 의하여 사구체관막세포(mesangial cell)등의 iNOS로 부터 과량의 NO가 유리되면 신조직과 사구체의 손상을 초래한다. 위와 같이 대부분의 장기에서 ecNOS는 조직의 혈류를 유지하는 역할을 하며, iNOS는 애초 세균 등 침입자에 대한 세포독작용이 그 존재 목적이라고 풀이할 수 있겠으나 일종의 부작용으로 자체조직의 손상을 초래하게 되는 것으로 본다. 따라서 NO와 관련된 각종 병변의 치료를 위해서는 NOS의 비선택성 억제제인 arginine 유도체 보다는 iNOS에 대한 선택적 억제제인 S-methylisothiourea(SMT), aminoethylisothiourea(AETU), aminoguanidine (AMG), agmatine, L-canavanine, transforming growth factor b1(TGF-b1) 등의 사용을 검토해 보는 것이 타당할 것으로 사료된다.