• 토지주택연구
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• 제6권3호
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• pp.147-152
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• 2015

현재, 국내의 내진설계기준에서 제시하고 있는 지반분류 방법과 지반 증폭계수는 깊은 기반암 조건의 미국 서부 해안지역 지반에 적합하도록 제시되어 있으므로 기반암이 약 30m 미만인 우리나라와는 다른 동적 거동을 나타낸다. 선행연구에 의하면, 말뚝 기초에 대한 원심모형 실험결과와 동적 지진 해석결과는 우리나라에서 사용하고 있는 설계스펙트럼의 가속도 값보다 주기 1.5초 부근에서는 낮게 나타나고 있다. 따라서, 본 논문에서는 원심모형 실험결과에서 얻어진 설계스펙트럼 가속도를 사용하여 구조해석을 수행하고 기존의 설계기준과 대비하여 철근 및 콘크리트의 물량 등을 상호 비교하여 아파트 골조공사의 경제성을 비교, 검토하였다. KBC-2009 기준의 Sc 지반과 SD 지반을 사용하여 구조해석 및 내진설계를 수행하고, SD에 해당하는 지반의 동적 지진 실험결과의 스펙트럼가속도(SDS)를 사용하여 구조해석 및 내진설계를 수행하여 상호 비교 고찰한 결과, 지반의 종류 SD 지반에 해당하는 연약지반의 경우라도 동적 실험 및 해석을 수행하여 지반의 스펙트럼 가속도를 산정하여 구조해석에 적용할 경우 Sc 지반과 유사한 정도의 철근 물량 값을 얻을 수 있었고, 이것은 당초 연약지반으로 고려되던 SD 지반으로 설계하는 경우에 비하여 17~23% 정도의 물량을 절감할 수 있는 것으로 나타났다.

• The Plant Pathology Journal
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• 제21권4호
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• pp.301-309
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• 2005

Trichoderma species/isolates exhibited varied degree of agglutination on sclerotial (Sc) and hyphal (Hy) surface of Macrophomina phaseolina. The agglutination efficiencies on Sc and Hy ranged from $11\;to\;57\%$. Isolates of T. harzianum (Th) and T. viride (Tv) showed greater agglutination on Sc ($23-57\%$) and Hy ($16-47\%$). Different enzymes (trypsin, pepsin, proteinase k, a-chymotrypsin, lyticase and glucosidase) and inhibitors (tunicamycin, cycloheximide, brefeldin A, sodium azide, dithiothreitol and SDS) reduced the agglutination potential of conidia of Th-23/98 and Tv-25/98; however, the extent of response varied greatly in different treatments. Different fractions of Th-23/98 and Tv-25/98 exhibited haemagglutinating reaction with human blood group A, B, AB and O. Haemagglutinating activity was inhibited by different sugars and glycoproteins tested. Crude haemagglutinating protein from outer cell wall protein fraction of Th-23/98 and Tv-25/98 were eluted on Sephadex G-100 column. Initially Th-23/98 and Tv-25/98 exhibited two peaks showing no agglutination activity; however, lectin activity was detected in the third peak. Similar to crude lectin, the purified lectin also exhibited haemagglutinating activity with different erythrocyte source. SDS-PAGE analysis of partially purified lectin revealed single band with an estimated molecular mass of 55 and 52 kDa in Th-23/98 and Tv-25/98, respectively. Trypsin, chymotrypsin and b-1,3-glucanase totally inhibited lectin activity. Similarly, various pH also affected the haemagglutinating activity of Th-23/98 and Tv-25/98. From the present observations, it can be concluded that the recognition/attachment of mycoparasite (T. harzianum and T. viride) to the host surface (M. phaseolina) may be most likely due to lectin-carbohydrate interaction.

• 한국건설순환자원학회논문집
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• 제5권1호
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• pp.21-28
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• 2017

최근 원자력 발전소 및 LNG 탱크의 외벽을 제작하는데 있어 강판 콘크리트(steel-plate concrete, SC)와 같은 합성형 구조모듈(steel-plate concrete panel, SCP)의 사용이 증가하고 있다. SCP는 공장에서 생산 한 후 이송되므로, 이송에 드는 비용을 줄이기 위해 경량화가 필수적이다. 이때 경량골재 콘크리트를 사용해 SCP의 내부를 채워 밀도를 낮출 수 있지만, 현재 콘크리트 배합법은 콘크리트의 품질을 확보하기 위해 경량골재의 사용량이 제한되어 경량화에 한계가 있다. 본 연구에서 제안하는 프리플레이스트 경량 콘크리트 배합법은 거푸집 내 경량골재를 먼저 채운 후(pre-packing) 그라우트를 주입하는 공법으로, 콘크리트의 품질확보 및 밀도를 낮출 수 있다. 다양한 종류의 경량골재 및 그라우트 배합을 사용해 실험을 수행하였고, 밀도 $1,600kg/m^3$, 압축강도 30MPa급 프리플레이스트 경량 콘크리트 배합비를 선정하여 SCP 시편을 제작하였다. 제작된 SCP 시편의 구조성능 시험을 위해 3점 휨 실험을 수행하였다. 고유동 콘크리트를 사용해 SCP의 내부를 채운 시편과 비교해 프리플레이스트 경량 콘크리트를 사용해 제작된 SCP 시편은 비슷한 수준의 휨 저항 성능을 보였으며 밀도가 30% 이상 낮았다. 따라서 프리플레이스트 경량 콘크리트를 사용해한 SCP 제작 시, 기존의 SCP와 비슷한 수준의 구조성능을 가지며 밀도를 낮춰 이송 비용을 감축할 수 있을 것으로 기대된다.

• Journal of Microbiology and Biotechnology
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• 제13권2호
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• pp.263-268
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• 2003

Recently, we identified a domain, termed MIRC3-4, for the protein-protein interaction between yeast chitin synthase 3 (CHS3) and chitin synthase 4 (CHS4). In this study, the functional roles of MIRC3-4 were examined at the G1 phase and cytokinesis of the cell cycle by Calcofluor staining and FISH. Some mutations in MIRC3-4 resulted in disappearance of the chitin ring in the early G1 phase, but did not affect chitin synthesis in the cell wall at cytokinesis. The chitin distribution in chs4 mutant cells indicated that CHS4 was involved in the synthesis of chitinring in the G1 phase and in the synthesis of cell wall chitin after cytokinesis, suggesting that Chs4p regulates chitin synthase 3 activity differently in G1 and cytokinesis. Absence of the chitin ring could be caused either by delocalization of Chs3p to the bud-neck or by improper interaction with Chs4p. When mutant cells were immunostained with a Chs3p-specific antibody to discriminate between these two alternatives, the mutated Ch3p was found to localize to the neck in all MIRC3-4 mutants. These results strongly irdicate that Chs4p regulates Chs3p as an activator but not a recruiter.

• 대한건축학회논문집:구조계
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• 제35권10호
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• pp.143-153
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• 2019

In this study, a full scale 3-axes shake table test for M-bar and T-bar type ceilings commonly used in the country was conducted. Through damage inspection during the test, seismic performance of ceilings according to variables, such as clearance between wall mold and ceiling as well as existence of facilities, was evaluated. A test frame consisted of square hollow section members was used for the shake table test. The experimental method was performed as a fragility test using required response spectrum described in ICC-ES AC156. In the case of architectural nonstructural component that contain ceilings, it mainly is evaluated the performance by post-test visual inspection. For the evaluation of seismic performance of ceilings, this study classified and defined damaged items for targeted ceiling system referring to illustrative damage according to nonstructural performance levels accordance with ASCE 41 and previous studies. And proposed illustrative damage items classification was utilized to compare the degree of the damage according to experimental variables. The experiment results confirmed that differences in boundary conditions due to the clearance at wall mold and the installation of facilities had a significant effect on the seismic performance of the ceiling.

• Structural Engineering and Mechanics
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• 제72권3호
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• pp.355-366
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• 2019

Self-centering wall (SCW) is a resilient and sustainable structural system which incorporates unbonded posttensioning (PT) tendons to provide self-centering (SC) capacity along with supplementary dissipators to dissipate seismic energy. Hysteretic energy dissipators are usually placed at two sides of SCWs to facilitate ease of postearthquake examination and convenient replacement. To achieve a good prediction for the skeleton curve of the wall, this paper firstly developed an analytical investigation on lateral load responses of self-centering walls with distributed vertical dampers (VD-SCWs) using the concept of elastic theory. A simplified method for the calculation of limit state points is developed and validated by experimental results and can be used in the design of the system. Based on the analytical results, parametric analysis is conducted to investigate the influence of damper and tendon parameters on the performance of VD-SCWs. The results show that the proposed approach has a better prediction accuracy with less computational effects than the Perez method. As compared with previous experimental results, the proposed method achieves up to 60.1% additional accuracy at the effective linear limit (DLL) of SCWs. The base shear at point DLL is increased by 62.5% when the damper force is increased from 0kN to 80kN. The wall stiffness after point ELL is reduced by 69.5% when the tendon stiffness is reduced by 75.0%. The roof deformation at point LLP is reduced by 74.1% when the initial tendon stress is increased from $0.45f_{pu}$ to $0.65f_{pu}$.

• 대한건축학회논문집:구조계
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• 제33권12호
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• pp.91-98
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• 2017

In this study, the effect of window installation position in the residential building with the external insulation was numerically investigated in terms of insulation performance and heating/cooling energy consumption. For different window positions, 2-D heat transfer simulation was conducted to deduce the linear thermal transmittance, which was inputted to the dynamic energy simulation in order to analyze heating/cooling energy consumption. Simulation results showed that the linear thermal transmittance ranges from 0.05 W/mK to 0.7 W/mK, and is reduced as the window is installed near the external finish line. Indoor surface temperature and TDR analysis showed that the condensation risk is the lowest when the window is installed at the middle of the insulation and wall structure. It was also found that the window installation near the external finish can reduce the annual heating/cooling energy consumption by 12~16%, compared with the window installation near the interior finish. Although the window installation near the external finish can achieve the lowest heating/cooling energy consumption, it might lead to increased condensation risks unless additional insulation is applied. Thus, it can be concluded that the window should be installed near the insulation-wall structure junction, in consideration of the overall performance including energy consumption, condensation prevention and constructability.

• 설비공학논문집
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• 제6권1호
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• pp.29-38
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• 1994

Particle contamination into and out of a cavity-cylindrical cavities with aspect ratios(width/depth) less than, equal to 1 and langer than 1, and also three dianensional T's attached to a cylindrical flow tube was studied numerically, using a finite difference method. In the process of unsteady particle diffusion, the particles contained in a concentration boundary layer near the tube wall plays an important role in the initial stage, after which a quasi-steady concentration profile is developed inside the cavity, resulting in an exponential change of concentration with time. Average concentration and its rate of change are observed to be closely correlated by a power law function in terms of Reynolds number and the logarithm of Schmidt number. Effects of the three parameters-Re, Sc, and aspect ratio-are analysed and well explained.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2002년도 가을 학술발표회 논문집
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• pp.412-419
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• 2002

This paper presents a parametric study on the behavior of integral abutment PSC beam bridge. An integral abutment bridge is a simple span or multiple span continuous deck type bridge having the deck integral with the abutment wall. The rational structural model and design load combinations accounting for each construction stage are proposed. It can be used for defining the effect of earth pressure and temperature change in the design process including for determining maximum flexural responses. The bending moment at each response location due to the design load combination is investigated according to the change of flexural rigidity of piles and abutment height. The flexural responses of proposed model are computed for the cases of applying the Rankine passive earth pressure and the earth pressure based on the soil-structure interaction respectively, and the results are discussed.

• 대한건축학회논문집:구조계
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• 제35권6호
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• pp.101-109
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• 2019

The purpose of this study is to improve a general Top-Down construction process for superstructure construction period reduction. In a general Top-Down construction sequence, the ground floor slab is set up first. Subsequently, 1st basement level construction including core walls is constructed. Initiation of the ground level superstructure gets waited until then. In this study, removable deck plate installation on the bottom of the core walls of ground level is preceding the concrete casting, therefore, ground level superstructure construction is able to get started earlier. Up to first typical floor concrete casting, total of seventy-two working(calendar) days will be resulted in a reduction from the total construction periods.