• Proceedings of the Computational Structural Engineering Institute Conference
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• 2000.10a
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• pp.222-229
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• 2000

The purpose of this study is to evaluate and make a comparison between the Ordinary Moment Resisting Frames using different analytical joint model for the Nonlinear response. For this purpose, 3-story structure was designed according to NEHRP 1994 Guidelines. And the center-line dimension model and model considering panel zone were used as analytical model for the structure. Nonlinear Static Procedure and Nonlinear Dynamic Procedure were used to evaluate seismic capacities and demands. The limitation in FEMA 273 was used as the variable number to predicte seismic demands of OMRFs. This analytical studies were performed with DRAIN-2DX modified by Shan Shi. Using the above results, the performance evaluation and seismic demands of OMRFs shall be performed. Finally NSP and NDP shall be compared.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2003.10a
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• pp.325-332
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• 2003

The tube structures act like cantilevered box beams and effectively resist lateral loads. In result, they are adopted as a high-rise buildings system. However, the shear lag in tube system prevents the idealized tube behavior such as a cantilevered box beam. Therefore, the studies on shear lag phenomena are necessarily requested. The presented papers are almost studied on framed tube structures and tube in tube structures. However, the study on the shear lag in the tube structure with core wall is lack. Thus, in this paper, the shear lag of the structure is studied. The shear lag coefficient is defined to investigate shear lag phenomena. However, existing shear lag coefficients are not adequate for understanding them. Therefore, on this study, new shear lag coefficient is suggested. In addition, the shear lag in the tube structure with core wall is analyzed by changing the five structural parameters of stiffness factor in frame, stiffness factor in wall, stiffness ratio, the number of stories and the number of bays.

• The Magazine of the IEIE
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• v.23 no.8
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• pp.96-105
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• 1996

지상 이동 통신 시스템과 상호 보완적 이면서 차세대 통신망의 필수적인 구성 요소인 이동 위성통신 시스템들이 1990년을 전후하여 국제적으로 많이 제안되어 왔다. 이러한 이동 위성 통신 시스템들은 위성이 간접적인 기지국 역할을 하므로 지상 통신시설이 없는 지역에서도 위성이 보이는 곳에서는 언제든지 위성과의 직접 교신을 통해 이동체에 대한 음성 및 데이터 통신 서비스 제공이 가능하다. 또한 제안된 대부분의 시스템들이 전세계를 커버하는 국제 시스템이기 때문에 지역/국가간 이음매가 없는 통신 서비스를 제공할 수 있는 장점이 있다. 대부분 이와 같은 시스템들은 국제 컨소시움을 구성하여 사업을 추진 하고있는데 국내에서도 여러 업체들이 지분 투자하여 초기 단계부터 관련 기술 습득에 힘을 기울여오고있다. 그 중 이리듐(IRIDIUM)시스템은 국제적으로 상용화된 디지털 이동 통신 기술의 바탕 위에 첨단 위성 기술이 첨가된 점에서 실현 가능성이 가장 높은 시스템 중 하나로 평가 받고 있으며 상용화 시기가 제안된 시스템들 중에서 가장 빠르기 때문에 또한 주목을 받고있다. 본 고에서는 이리들 시스템의 구성요소 및 부분별 기능을 개략적으로 설명하고 호처리 기능을 시나리오별로 고찰해 봄으로써 이리듐 시스템에 대한 이해를 높이고 나아가 차세대 이동위성 시스템 개발에 적극 대응할 수 있는 기반을 마련하고자 한다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2002.04a
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• pp.327-334
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• 2002

The global behavior of tube structures (including tube and tube(s)-in-tube constructions) is investigated for the behavioral characteristics of the structures and their performance in relation to the various structural parameters. The stiffness factor in terms of the axial stiffness of the columns and the bending stiffness of both columns and beams is chosen as a parameter to explain the global behavior of the structures. The shear-lag phenomenon is also discussed to explain the general behavior of the structures. Three types of tube structures, with various structural parameters, are analysed for the comparative study, and the results are compared to investigate the structural response and performance of such structures. As a result of the comparison it is obtained that the axial stiffness of the columns is the most important factor governing the response of the tube structures under lateral loading

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1990.04a
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• pp.6-11
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• 1990

Inelastic behavior of reinforced concrete members is very complex and affected by many factors. Therefore, though using the finite element method which is good to predict the response of R/C member, it has to be proceeded to model these factors appropriately which have influence on the behavioral characteristics of reinforced concrete members. The proposed model consists of the physical single component model having the finite size of plastic regions and the hysteretic rules, by regressing experimental data, which can idealize the hysteretic behavior of R/C member under inelastic cyclic loads. This study confirms the accuracy of the developed analytical model through comparison with the test results of R/C members having a variety of shear-to-depth ratio and maximum shear stress.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1997.04a
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• pp.160-166
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• 1997

Current Seismic Design Procedure has been developed and improved mostly based on the experiences of the past earthquakes. Many engineers and researchers believe that the seismic codes and provisions are adequate for the basic objective of the code which is "life-safe". However they doubt the performance of the structure during the earthquake. The seismic code seems the black box for the designers which means it is not transparent since the designer can not predict the level of the damage of the structure under future earthquakes. This purpose of this study is to check the validity of the current seismic design procedures. Two structures with different heights are designed and their seismic performances are evaluated for this purpose. Both structures are assumed to be located at the same strong seismic zone.

• Korean Journal of Plant Resources
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• v.16 no.3
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• pp.245-250
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• 2003

Many myxomycetes were collected at Pyunsan penisula national park, Mt.Moak, Mt.Minjuji, Mt.Manrae, Wanju, Mt.Unjang from July, 1996 to August, 2000. They were identified. According to the results, Amaurochaete tubulina, Cribraria microcarpa, Cribraria splendens, Diachea leucopodia, Entreridium lycoperdon, Stemonitis flavogenita and Stemonitis fusca were unrecorded species in Korea. Characterisctics of them were habitated on rotten wood and fallen leaves. They were designed Korean common names by author.

• Proceedings of the Korea Concrete Institute Conference
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• 1990.10a
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• pp.19-22
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• 1990

Based on the design concept of a "Strong Column - Weak Beam" in the design of reinforced concrete, recently, a design method which moves the plastic hinging zone of a specific length away from the column face, has been proposed for reducing the degradation of stiffness and strength in the beam-column joint. To analyze reinforced concrete structures designed by this method. It is necessary to establish the analytical model which can simulate the hysteretic behavior depended on the initial positions and enlargements of plastic hinges. In this paper, by the numerical assumptions and the regression of experimental results, an analytical model is proposed. To estimate the accuracy of this model, some example analyses are conducted and compared with experimental results. From these comparision. It is shown that the proposed model is a good to predict the behavior of members subjected go cyclic loads.lic loads.

• Proceedings of the Korea Concrete Institute Conference
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• 1990.10a
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• pp.57-62
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• 1990

This paper is to study the effect of rectilinear confinement in high-strength concrete subjected to a monotonically increasing compressive axial loads. To investigate behavior of columns rectilinearly confined with lateral ties and longitudinal rebars, twelve specimens including two plain concrete specimens were tested. The main variables in this study are volumetric ratio of lateral ties, cistribution of lateral ties, yield strength of logitudinal steel, ratio of area of longitudinal steel to the area of cross section. The test results were not only compared with an empirical model for the stress-strain curve of rectilinearly confined high-strength concrete but also the existing model. The empirical model used calculating column capacity shows better agreement with the test results tham the existing model.

• Proceedings of the Korea Concrete Institute Conference
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• 1991.10a
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• pp.68-73
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• 1991

Results of an experimental investigation of low-rise reinforced concrete shear walls with barbell cross section under cyclic loads are discussed and evaluated. Four halr scale models of test specimens with height to length ratio of 0.75 were experimented. The dimension of all walls is 1500mm wide $\times$ 950 mm high $\times$ 100 mm thick and the section of all boundary column at both ends is 200 mm $\times$ 200mm. Main variables are : design concept, vertical flexural reinflrcement ratios and reinforcement details(including crossed diagonal shear reinforcement in SW7 specimen). In SW7 specimen, maximum strength and consequently dissipating energy index were 1.45 and 1.28 times greater than those of SW6 specimen, respectively.