• Journal of Chest Surgery
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• v.26 no.2
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• pp.122-128
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• 1993

This series compromised 31 patients with pulmonary hypertension of 282 patients of ventricular septal defect(VSD) who underwent operation at the department of Thoracic and Cardiovascular Surgery in Chonnam University Hospital, from January, 1986 to December, 1991. Pulmonary hypertension was noted in 59 of 280 cases of VSD. Of them, 31 cases underwent cardiac catheterization on postoperative 8th to 77th month. Age at operation was ranged from 10 months to 29 years (mean 9.13 years). 17 patients were male and 14 patients were female. Results of follow-up studies were as follows: Cardiothoracic ratio was decreased from 0.59${\pm}$0.04 to 0.54${\pm}$0.03 (p=NS). Postoperative systolic pulmonary arterial pressure (PAPs), mean pulmonary arterial pressure (PAPm), and systolic right ventricular pressure (RVPs) were decreased significantly (p<0.001). And also Rp/Rs was decreased from 0.37${\pm}$0.21 to 0.14${\pm}$0.06 (p<0.02). However, systemic arterial pressure (SAP), right atrial pressure (RAP), and pulmonary capillary wedge pressure (PCWP) were changed insignificantly. There were significant relations of follow-up period with the decrement of PAP(p<0.005). In contrary, ther were no relations between the decrement of PAP and the age at operation. These data suggested that the long-term hemodynamic changes remained to be determined in some of the patients, even though they Were asymptomatic, with pulmonary hypertension.

• Earthquakes and Structures
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• v.4 no.5
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• pp.471-487
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• 2013

Performance of a prototype base isolated building located at Indian Institute of Technology, Guwahati (IITG) has been studied here. Two numbers of three storeyed single bay RCC framed prototype buildings were constructed for experimental purpose at IITG, one supported on conventional isolated footings and the other on a seismic isolation system, consisting of lead plug bearings. Force balance accelerometers and a 12 channel strong motion recorder have been used for recording building response during seismic events. Floor responses from these buildings show amplification for the conventional building while 60 to 70% reduction has been observed for the isolated building. Numerical models of both the buildings have been created in SAP2000 Nonlinear. Infill walls have been modeled as compression struts and have been incorporated into the 3D models using Gap elements. System identification of the recorded data has been carried out using Parametric State Space Modeling (N4SID) and the numerical models have been updated accordingly. The study demonstrates the effectiveness of base isolation systems in controlling seismic response of isolated buildings thereby leading to increased levels of seismic protection. The numerical models calibrated by relatively low level of earthquake shaking provides the starting point for modeling the non-linear response of the building when subjected to strong shaking.

• Coupled systems mechanics
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• v.5 no.2
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• pp.127-144
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• 2016

Two dimensional numerical investigations were carried out to study the influence of interface thickness and their pattern on the behavior of reinforced concrete frames subjected to in-plane lateral loads using commercial finite element tool SAP 2000. The linear elastic analysis was carried out on one and two bay structural systems as well as the influence of number of stories was studied by varying the number of stories as single, three and five. The cement mortar was used as interface material and their effect was studied by varying thicknesses as 6, 8, 10, 14 and 20 mm. The interface was recognized as one sided, two sided, three sided and four sided and their effect was studied by removing the interface material between the reinforced concrete frame and masonry infill. The effect of lateral loads on infill masonry wall was also studied by varying assumed loads as 10, 20, 30, 40, 50 and 60 kN. The behavior of infilled frames studied has revealed that there is a maximum influence of interface thickness and interface pattern corresponding to 10 mm thickness. In general, the lateral displacement of frame is increased linearly with increase in lateral loads.

• Advances in materials Research
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• v.6 no.2
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• pp.221-231
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• 2017

The concept design of the typha strawbale masonry came up as a result of the urgent demand for a means of constructing sustainable buildings, both in rural and urban settlement, not only suitable for dwellers but for keeping farm products by structures that will respond to the environmental eco-system, coupled with the fact that such structures are also affordable, durable and easy to maintain during their service period. The effects of contact between plaster and the stacked strawbale of a masonry needs to be established and design optimization for durability and stability of the masonry be obtained. The assessment will involve the application of plaster materials (cement and natural earth) to the wall specimen panels. Past works have shown that plastered strawbale walls have adequate resistance against the appropriate vertical loads, and further showed that the earth plaster can bear higher stress than the cement plastered straw bale. There is the implication that the collapse or response of the earth-strawbale wall is significantly higher compared to that of cement-strawbale from other straw-based masonries. Therefore the allowable stresses of plastered typha strawbale shall be predicted for their optimum values using SAP2000. The stress stability of each masonry is obtained by analytical model using the best fit variables for the wall height and thickness.

• Earthquakes and Structures
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• v.14 no.3
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• pp.229-239
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• 2018

Under strong ground motion, pounding can be caused because of the different dynamic properties between two adjacent buildings. Using different structural systems in two adjacent structures makes a difference in the lateral stiffness and thus changes the pounding force between them. In this paper, the effect of the structural system of adjacent buildings on the amount of force applied by pounding effects has been investigated. Moment resisting frame systems (MRFs), lateral X-bracing system (LBS), shear wall system (SWS) and dual system (DS) have been investigated. Four different cases has been modelled using finite element (FE) method. The number of stories of the two adjacent buildings is different in each case: case 1 with 6 and 4 stories, case 2 with 9 and 6 stories, case 3 with 15 and 6 stories and case 4 with 10 and 10 stories. The structures have been modelled three-dimensionally. Non-linear time history analysis has been done on the structures using the finite element software SAP2000. In order to model pounding effects, the non-linear gap elements have been used.

• ALGAE
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• v.20 no.3
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• pp.239-249
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• 2005

Some marine coenocytic green algae could form protoplasts from the extruded protoplasm in seawater. The dissociated cell components of the coenocytic protoplasm could be reunited into live cells and, hence, the formation of new species by mixing protoplasms from different coenocytic cells has been predicted. Our results showed that an incompatibility barrier was present during protoplast formation in coenocytic algae to exclude foreign inorganic particles or alien cell components. No inorganic particles or alien cell components were incorporated into protoplast formed spontaneously in seawater. Even when the inorganic particles or alien cell and/or cell component were incorporated into protoplast in some experimental condition, they were expelled from the protoplast or degenerated within several days. A species-specific cytotoxicity was observed during protoplast hybridization between the protoplasms of Bryopsis spp. and Microdictyon umbilicatum. The cell sap of M. umbilicatum could destroy the cell components of Bryopsis spp., but had no effect on Chaetomorpha moniligera. Species C. moniligera and Bryopsis did not affect protoplast generation of either species. The wound-induced protoplast formation in vitro might have evolved in some coenocytic algae as a dispersal method, and the incompatibility barrier to alien particles or cell and/or cell component could serve as a protective mechanism for successful propagation.

• Computers and Concrete
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• v.21 no.4
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• pp.385-397
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• 2018

This study is focused on the investigation for similitude the requirements between prototype and scaled models to determine the structural behavior of concrete load bearing systems. The scaling concept has been utilized in many engineering branches, has been assisted to engineers and scientists for obtain the behavior of the prototype by using scaled model. The scaling can be done for two purposes, either scaling up or scaling down depending upon the application. Because, scaled down models are the experimentation on scaled models is cheaper than huge structures. These models also provide facilities for experimental work. Similarity relationships between systems are created either by field equations of the system or by dimensional analysis. Within this study, similarity relationships were obtained by both methods. The similarity relations obtained are applied to different load bearing systems and it is determined that the similarity relation is a general expression. In this study, as an example, column, frame, cantilever beam and simple beam are chosen and 1/2, 1/5 and 1/10 scales are applied. The results are compared with the analytical results which are obtained by creating of the finite element models with SAP2000 software of different scaled load bearing systems. The analysis results of all systems are examined and it is determined that the scale factors are constant depending on the scale types for different load bearing systems.

• Herbal Formula Science
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• v.14 no.1
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• pp.42-51
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• 2006

This study was investigated to make sure the range of Radix Asparagi treatment. the nature of disease. the pathology and the dosage of it in Dongeuybogam. The consequences were as follows: 1. The Radix Asparagi is used in 11 fields of treatment such as exhaustion, tussis and phlegm. blood diseases. etc 2. The Radix Asparagi is primarily used in the treatment of heart and lung disease, weak and infirm. and controlling hydrate and fever as well as tussis and phlegm. 3. The Radix Asparagi is used for nature of disease which of transmitting between sap and fever. cardiac disease caused by stress. floating fever. debility of blood, malfunction of heart and kidney. and deficiency of vitality. 4. The Radix Asparagi is used in a range of $2g{\sim}16g$ per dose with 4g being the typical dose for most treatments. 5. The Radix Asparagi is used as a fundamental prescription with several herb remedies for the pathology. The Radix Asparagi has been used to moisten the dryness and to keep the balance among fever of heart, lung, and kidney. According to the results. I suggest to use Radix Asparagi in a various pathogenic fields. The Radix Asparagi is able to use to improve not only fatigue. but also diabetes, cataract, and debility of blood.

• The Korean Journal of Mycology
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• v.36 no.2
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• pp.123-129
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• 2008

One of the sapstain fungal species isolated from the stained sapwood of a Japanese black pine in Korea was characterized. The fungal species is tolerant to cycloheximide and has Petosum-like synnema and Sporothrix type synanamorph which are found in the anamorphs of the Ophiostoma piceae complex group. But the species could not form perithecia on MEA. Based on cultural and morphological properties and analysis of the $\beta$-tubulin gene sequence, the fungal species was identified as Ophiostoma quercus. Here, we report mycological characteristics of the anamorphic stage of Ophiostoma quercus isolated in Korea.

• The Plant Pathology Journal
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• v.34 no.4
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• pp.341-346
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• 2018

The microbiome makes a significant contribution to plant health and endophytes may generate positive effects for the host. However, there is a limited knowledge available concerning the kiwifruit endophyte. Therefore, we discuss endophyte microbiome community structures among the kiwifruit cultivars. Total reads numbered 17620 in cv. Hayward, 11515 in cv. Haegeum and 13613 in cv. Jecygold. The number of OTUs was follows: 112 in cv. Hageum; and 87 in cvs. Hayward and Jecygold. Most of the identified OTUs were phylum Proteobacteria and it emerged that Actinobacteria, Firmicute and Bacteroidetes were mainly present. While the largest difference in Proteobacteria content is between cv. Haegeum and cv. Jecygold, they shared more OTUs than cv. Hayward. As well, this study revealed the presence of remarkably dominated OTU of Pseudomonas spp. in kiwifruit sap regardless of cultivars. To the best of our knowledge, this study is the first tone to investigate the kiwifruit endophyte-microbiome community.