• Journal of the Computational Structural Engineering Institute of Korea
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• v.16 no.4
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• pp.377-386
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• 2003

The proposed simplified MDOF model is applied to a half-scale single-story reinforced masonry test building with a single diagonally-sheathed diaphragm. Comparisons of analytical studies to experimental tests can be valuable for understanding the seismic response of these types of buildings and for determining the qualities and limitations of the simplified models. A model calibration process is performed in this paper to determine the required structural properties based on the elastic and inelastic test responses for test building. This approach is necessary since established methods to determine the in-plane and out-of-plane stiffness, strength, and hysteresis do not exist.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.3
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• pp.37-44
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• 1997

In this paper, the inelastic behavior of an asymmetric tall building is investigated. The asymmetry in rigidity caused by the structural asymmetry induces torsional as well as lateral deformation. The inelastic analysis of such an asymmetric structure is difficult to carry out with a planar model and thus requires a full three dimensional model. In this paper a 102 story unsymmetric tall building is analized by static push-over procedure and its behavior is investigated. The analysis are performed with and without floor rotation to compare the results. According to the results the static behavior of the model building, as expected, turned out to be dependent heavily an the asymmetry of the plan shapes of the building.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05a
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• pp.783-788
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• 1998

국내 프랑스 가압경수형 원전인 울진 1,2호기 캐비티의 격납건물 직접가열에 대한 특성을 분석하기 위하여 노심용융물 고압분출 실험을 수행하였다. 본 연구에서는 환형통로 면적과 파손 직경에 따라 원자로용기 압력을 변화시키면서 용융물을 저온 용융 합금물인 Wood's Metal, 증기를 질소기체로 각각 모의하여 실험을 수행하였으며, 실험 결과는 물을 용융물 상사물로 사용한 전년 실험 결과(1)와 비교.분석하였다. 실험결과, 밀도가 물보다 큰 저온 용융 합금물을 사용한 경우는 물을 사용한 실험결과보다 밀도와 용융물의 벽면 고화고착 때문에 격납건물로 방출되는 용융물 양이 적게 나타났다. 물을 상사물로 사용한 경우와 같이 노심 용융물 고압분출에는 원자로 용기 파손직경이 많은 영향을 미치고 환형통로 면적은 큰 영향을 미치지 않는 것으로 나타났다. 노심용융물 고압분출 실험에 중요한 영향을 미치는 실험 상사물의 밀도와 용융물의 벽면 고화부착에 대해서는 종합적으로 분석하는 추가 연구가 필요하다.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05a
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• pp.806-811
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• 1998

핵연료 피복관의 산화반응 현상은 중대사고시 원자로와 격납건물의 건전성을 위협하는 중요한 원인중의 하나이다 본 논문에서는 MELCOR에서 사용증인 Urbanic-Heidrich 상관식과 SCDAP/RELAP5/MOD3.1에서 사용중인 MATPRO-EG&G 상관식을 사용하여 산화 반응 모델이 노심손상에 미치는 영향을 울진원전3,4호기를 대상으로 MELCOR의 입력변수의 변화에 따른 민감도를 분석하였다. 분석결과, Urbanic-Heidrich 상관식이 MATPRO-EG&G상관식에 비해 핵연료 용융시작을 약 394초, 원자로 노심 하부에서의 용융물 재배치 (relocation)시작을 약 434초 가량 빨리 초래하여 사고진행에는 큰영향이 없음을 나타내고 있으나 노심하부 파손시점까지 발생한 수소량은 Urbanic-Heidrich 상관식이 MATPRO-EG&G상관식에 비해 약 1.4배정도 더 많이 발생시켜 격납건물 건전성에 대한 영향이 매우 크므로 보다 자세한 모델검토가 요구된다.

• Journal of The Korean Society of Grassland and Forage Science
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• v.41 no.1
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• pp.41-46
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• 2021

Sorghum×sudangrass hybrid (Sorghum bicolor (L.) Moench, SSH) is one of the most important summer forage crop and it is widely used for silage in Korea. Agriculture is highly dependent on the climate condition and experiencing significant loss of productivity due to climate change. This study was conducted to investigate the correlation analysis between productivity of forage SSH and climatic factors in Central Northern region of South Korea for 3 years (2017 to 2019). Plant height and dry matter yield of SSH were significantly higher in Gyeonggi-do than Ganwon-do. The productivity of SSH is more closely related with temperature than other climatic factors. Maximum temperature and Growing degree days in May and June showed a positive correlation. However, correlation between production of SSH and precipitation was not clear in this study, but rainy days showed a negative correlation (0.42). In conclusion, temperature is most important climatic factor to the maintenance of plant yield.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.9 no.5
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• pp.920-926
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• 2005

In this paper, we analyzed the effect by building materials in the case of floor cell design and the penetration loss value by material in each frequency bands through an experiment in high building. Specially, the penetration loss measured about interference signal that is received to direct path, interference signal and flowed in slant path. Also, we analyzed system performance according to path of standard Cell received interference signal.

• Journal of Korean Society of Steel Construction
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• v.17 no.3 s.76
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• pp.285-294
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• 2005

Drift design is one of the core techniques in the structural design of high-rise buildings and resizing technique is regarded as a practical drift design method for high-rise buildings. In the resizing technique, the structural weight is re-distributed to minimize the target displacement without a change in structural weights. However, the structural weight determined from resizing algorithm is bound to the structural weight based on the preliminary design. Therefore, in this paper, a drift design method that can control the weight of the structure without causing drift control performance to deteriorate is proposed by incorporating the weight control factor in the formulation of resizing algorithm. The proposed drift design method is applied to the drift design of two frame-shear wall systems. The proposed drift design method, in this study, makes it possible to control both the drift and weight of a high-rise building.

• Journal of the Korean Regional Science Association
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• v.34 no.1
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• pp.3-17
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• 2018

This paper empirically investigates time-varying regression parameter of hedonic price model for Seoul office rental market in distinct periods of a market cycle. Office rental index is constructed and the index indicates that the global financial crisis differentiates the analysis period into decline stage and recovery stage. Pre-crisis period is classified into decline stage and post-crisis is classified into recovery stage. Structural break-point test suggests structural change of hedonic model of rent determinants occurred in 2008. Evidence indicates that individual regression parameters of hedonic price model for decline stage are significantly different from those for recovery stage. Changes in the regression parameters of land price, distance to metro, building size, building age, and conversion rate are consistent. In recovery stage, the effect of locational advantage on office rent decreases whereas the effect of building characteristics on the rent increases.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.35 no.4
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• pp.235-242
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• 2022

Compared with buildings that have already been constructed, buildings under construction may be more vulnerable to such natural disasters as earthquakes because the concrete strength is not yet sufficient. Currently, Korean design standards present minimum performance targets for each seismic grade of buildings, but the seismic load for design is based on a return period of 2400 years. However, because the construction period of the building is much shorter than the period of use of the building, the application of the earthquake return period of 2400 years to buildings under construction may be excessive. Therefore, in this study, a construction stage model of buildings with 5, 15, 25, and 60 floors was created to analyze earthquake loads during construction of residential reinforced concrete (RC) buildings. The structural stability was confirmed by applying reduced seismic loads according to the return period. As a result, the structural stability was checked for an earthquake of the return period selected according to the construction period, and the earthquake return period that can secure structural safety according to the size of the building was confirmed.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.4
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• pp.838-845
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• 2009

The inelastic response characteristics of the standard school buildings depending on selection of hysteresis models are reviewed. Three earthquake records of El-centre, Santa-Monica, Taft and three artificial earthquake records in accordance with Korea standard are used and the inelastic response characteristics such as story shear force, story drift ratio, story displacement, hinge distribution state are reviewed with various hysteresis models. As results, story shear force is increased by maximum 60% according to hysteresis model. And Story drift ratio is increased by maximum 42% according to hysteresis model. And The result with clough model shows the maximum hinge distribution state.