• Title/Summary/Keyword: 매개 모델

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Damage Assessment of Adjacent Structures due to Tunnel Excavation in Urban Areas (II) - Focused on the Variations of Building Stiffness Ratio - (도심지 터널 굴착에 따른 인접구조물의 손상평가에 관한 연구 (II) - 지상 건물의 강성비 변화를 중심으로 -)

  • 김창용;배규진;문현구;박치현;오명렬
    • Journal of the Korean Geotechnical Society
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    • v.15 no.5
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    • pp.81-98
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    • 1999
  • The influence of tunnelling on buildings has become an important issue in urban areas. The problem is an interactive one: not only do tunnelling settlements affect existing structures, but existing structures affect tunnel-induced soil movements. In order to examine the constraint of surface settlement and the degradation of building damage parameters, 3-dimensional elasto-plastic finite element analyses are peformed. Also, in this paper, the results of the parametric studies for the variations of the damage parameters due to the ground movements are presented by utilizing 2-dimensional elasto-plastic finite element models, totally 162 models. The width of a structure, its bending and axial stiffness, its position relative to the tunnel and the depth of tunnel are considered. The interaction is shown by reference to commonly-used building damage parameters, namely angular distortion, deflection ratio, maximum building settlements, maximum differential settlements and horizontal strain. By introducing relative stiffness parameters which combine the bending and axial stiffness of the structure with its width and stiffness of soil, design curves are established. These give a guide as to the likely modification of the greenfield settlement trough caused by a surface structure. They can be used to give initial estimates of likely building damage.

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A Study on the Relationship between Income Instability and the Degree of Preparation for Old Life and Satisfaction with Current Life (소득위험과 노후준비정도 및 현재생활의 만족도 간의 관련성)

  • Lee, Chan-Ho
    • Journal of the Korea Convergence Society
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    • v.10 no.12
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    • pp.337-343
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    • 2019
  • The need for preparation for old life has been further increased due to the increase of the elderly population and changes in economic conditions today. The purpose of this study is to analyze the relationship between income instability and the degree of preparation for old life and satisfaction of current life. The key variables were extracted through prior study review. And the data collected through the survey were statistically analyzed with a structural equation model. The analysis found that the indirect effect of the current income risk on the satisfaction of current life through the preparation for old life had a significant negative effect under the statistically significant level of 0.05. However, it was found that the direct effects of current income risk on the satisfaction of current life were not statistically significant. An additional analysis was conducted by dividing the age, the number of dependents by two groups respectively. To summarize the results, preparation for old life played a significant role as a prerequisite for improving the satisfaction of current life. And the variability(risk) of current income played an important role in preparing for old life. At this time, the degree of relevance between the factors(potential variables) differed somewhat between the two groups. The results of this analysis will be meaningful in providing basic source of data to prepare for a satisfactory life in each individual's current situation. This study, meanwhile, has limitations that have only been done with cross-sectional analysis and would like to analyze time-series changes in the future.

Cell death phenotype of vacuole Ca2+-ATPase11 (ACA11) transgenic plant in Arabidopsis (애기장대에서 액포막 존재 Ca2+-ATPase11 (ACA11) 형질전환제의 세포사멸 표현형 분석)

  • Lee, Sang-Min;Hoang, My-HanhThi;Kim, Kyung-Eun;Chung, Woo-Sik
    • Journal of Plant Biotechnology
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    • v.36 no.1
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    • pp.59-63
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    • 2009
  • Calcium ion ($Ca^{2+}$) is thought to play the important role as a second messenger for signal transduction that results in various physiological responses to cope with developmental programs and environmental changes in plant. In plant cells, the central vacuole functions as a major calcium store, which is important for both signal transduction and preventing cytotoxicity. Although there is evidence for the biochemical characterizations of a calmodulin-regulated $Ca^{2+}$-ATPase (ACA11) localized to vacuole membrane, the biological function to ACA11 in plant has not been verified. In this study, we show that the cell death as the hypersensitive response (HR) in mature leaves is induced in transgenic plant of a vacuole ACA-type $Ca^{2+}$-ATPase, ACA11. Evidence that cell death phenotype is the result of ACA11 gene silencing is provided by Western blot assay using membrane fraction proteins extracted from transgenic plant. The 3, 3'-diaminobenzidine (DAB) staining study provides that the cell death is caused by the increase of reactive oxygen species (ROS) in mature leaves of transgenic plants.

A Study on Antecedents of Cognitive and Affective Trust Leading to IT Service Project Performance (IT서비스 프로젝트에 있어서 인지적 신뢰와 정서적 신뢰를 형성하는 요인들에 관한 연구)

  • Yoon, Jungin;Park, Jun-Gi;Lee, Jungwoo
    • Information Systems Review
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    • v.16 no.1
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    • pp.51-71
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    • 2014
  • This study explores the influence of cognitive and affective trust on IT service project performance. Technology and Business expertise are posited as antecedents for cognitive trust which social bonding and relationship conflict as over for affective trust. Communication is posited as the commons antecedent for both kind of trust. A study was administered among IT Project leading in different projects. Analysis of 169 data point in general supports the research model. For building cognitive trust, Communication is formal to be must important while business expertise the second and technical expertise the third. For affective trust, the influence of antecedent are relatively smaller than the case of cognitive trust. For project performance, Cognitive trust seem to have stronger impact as IT may have direct impact as well as indirect impact via affective trust. Findings trust though the impact is smaller than the cognitive trust. In practice, this means to maintain Balanced approach in fostering trust-cognitive and affective.

Structure & Installation Engineering for Offshore Jack-up Rigs

  • Park, Joo-Shin;Ha, Yeong-Su;Jang, Ki-Bok;Radha, Radha
    • Bulletin of the Society of Naval Architects of Korea
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    • v.54 no.4
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    • pp.39-46
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    • 2017
  • Jack-up drilling rigs are widely used in offshore oil and gas exploration industry. It is originally designed for use in the shallow waters less than 60m of water depth; there is growing demand for their use in deeper water depth over 150m and harsher environmental conditions. In this study, global in-place analysis of jack-up rig leg for North-sea oil well is performed through numerical analysis. Firstly, environmental conditions and seabed characteristics at the North-sea are collected and investigated measurements from survey report. Based on these data, design specifications are established and the overall basic design is performed. Dynamic characteristics of the jack-up rig for North-sea are considered in the global in-place analysis both leg and hull and the basic stability against overturning moment is also analyzed. The structural integrity of the jack-up rig leg/hull is verified through the code checks and the adequate safety margin is observed. The uncertainty in jack-up behaviour is greatly influenced by the uncertainties in the soil characteristics that determine the resistance of the foundation to the forces imposed by the jack-up structure. Among the risks above mentioned, the punch-through during pre-loading is the most frequently encountered foundation problem for jack-up rigs. The objective of this paper is to clarify the detailed structure and installation engineering matters for prove the structural safety of jack-up rigs during operation. With this intention the following items are addressed; - Characteristics of structural behavior considering soil effect against environmental loads - Modes of failure and related pre-loading procedure and parameters - Typical results of structural engineering and verification by actual measurement.

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A Study on the Interaction of Rehabilitation Service and Life Satisfaction of Industrially Injured Workers (산재장애인 재활서비스와 일상생활만족도의 상호작용에 관한 연구)

  • Jang, Y.M.;Yeum, D.M.
    • Journal of rehabilitation welfare engineering & assistive technology
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    • v.9 no.4
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    • pp.275-283
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    • 2015
  • This study was to find out the relationship between the rehabilitation service and the life satisfaction of industrially injured workers and how medical rehabilitation service, psycho-social rehabilitation service, and occupational rehabilitation service influence in this relation. For this, it analyzed 977 people who were using rehabilitation service with industrial disaster disability among 2,000 research subjects using the first year materials of industrial disaster insurance panel of Workers' Compensation & Welfare Service. For the relationship of variables on the suggested 3 models, the mediating effect of the occupational rehabilitation service in the relation of medical rehabilitation of the industrially injured workers and life satisfaction by applying SPSS Macro and Sobel method and did the regression analysis to find out the control effect of psycho-social rehabilitation service by the mean centering of the material. The result of the analysis showed; when the satisfaction on the medical rehabilitation service was increased the satisfaction on the voacational rehabilitation was increased, when the satisfaction on the occupational rehabilitation service was increased, the satisfaction on the life satisfaction was increased, and when the satisfaction on the psycho-social rehabilitation service was increased the medical rehabilitation service had a indirect effect on the daily life satisfaction.

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Fast Bayesian Inversion of Geophysical Data (지구물리 자료의 고속 베이지안 역산)

  • Oh, Seok-Hoon;Kwon, Byung-Doo;Nam, Jae-Cheol;Kee, Duk-Kee
    • Journal of the Korean Geophysical Society
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    • v.3 no.3
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    • pp.161-174
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    • 2000
  • Bayesian inversion is a stable approach to infer the subsurface structure with the limited data from geophysical explorations. In geophysical inverse process, due to the finite and discrete characteristics of field data and modeling process, some uncertainties are inherent and therefore probabilistic approach to the geophysical inversion is required. Bayesian framework provides theoretical base for the confidency and uncertainty analysis for the inference. However, most of the Bayesian inversion require the integration process of high dimension, so massive calculations like a Monte Carlo integration is demanded to solve it. This method, though, seemed suitable to apply to the geophysical problems which have the characteristics of highly non-linearity, we are faced to meet the promptness and convenience in field process. In this study, by the Gaussian approximation for the observed data and a priori information, fast Bayesian inversion scheme is developed and applied to the model problem with electric well logging and dipole-dipole resistivity data. Each covariance matrices are induced by geostatistical method and optimization technique resulted in maximum a posteriori information. Especially a priori information is evaluated by the cross-validation technique. And the uncertainty analysis was performed to interpret the resistivity structure by simulation of a posteriori covariance matrix.

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Fire Resistance of Circular Internally Confined Hollow Reinforced Concrete Column (원형 내부 구속 중공 철근콘크리트 기둥의 내화 성능)

  • Won, Deok-Hee;Han, Taek-Hee;Lee, Gyu-Sei;Kang, Young-Jong
    • Journal of Korean Society of Steel Construction
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    • v.22 no.2
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    • pp.139-150
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    • 2010
  • Reinforced-concrete (RC) columns are frequently designed and constructed. other types of columns includes composite types such as concrete-filled tube columns (CFT). Hollow RC columns may be effective in reducing both the self weight of columns and total amount of materials used. This is due to the fact that a hollow RC column possesses larger moment of inertia than that of solid RC columns of same cross sectional area. Despite the effectiveness the hollow RC column has not been popular because of its poor ductility performance. While the transverse reinforcements are effective in controlling the brittle failure of the outside concrete, they are not capable of resisting the failure of concrete of inner face which is in unconfined state of stress. To overcome these drawbacks, the internally confined hollow reinforced concrete (ICH RC), a new column type, was proposed in the previous researches. In this study, the fire resistance performance of the ICH RC columns was analyzed through a series of extensive heat transfer analyses using the nonlinear-material model program. Also, effect of factors such as the hollowness ratio, thickness of the concrete, and thickness of the internal tube on the fire resistance performance were extensively studied. Then the factors that enhance the fire-resistant performance of ICH RC were presented and analyzed.

Flange Local Buckling(FLB) for Flexural Strength of Plate Girders with High Performance Steel(HSB 800) (고성능 강재(HSB 800)를 적용한 플레이트 거더의 휨강도에 대한 플랜지 국부좌굴)

  • Kim, Jeong Hun;Kim, Kyoung Yul;Lee, Jeong Hwa;Kim, Kyung Sik;Kang, Young Jong
    • Journal of Korean Society of Steel Construction
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    • v.26 no.2
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    • pp.91-103
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    • 2014
  • High performance steel for bridges(HSB 800) with a minimum tensile stress of 800MPa was recently developed. However, the study for local buckling behavior of plate girders considering interactive effects of flanges and webs is still insufficient. In this study, the flange local buckling(FLB) strength of plate girders with HSB 800 was evaluated by nonlinear finite element analysis. The flanges and webs of plate girders having I-section were modeled as 3D shell elements in the nonlinear analysis. Initial imperfection and residual stress were imposed on the plate girder. The high performance steel was modeled as a multi-linear material. Thus, parametric study of compression flanges with a compact, noncompact and slender web was performed. The flange local buckling behavior of plate girders was analyzed, and the nonlinear analysis results were compared with the nominal flexural strength of both AASHTO LRFD(2012) and KHBDC LSD(2012) codes.

Professionalism and Professional Project of Korean Journalism Considerations on Historical Context of Press-Politics Parallelism (한국 언론의 전문직주의와 전문직 프로젝트의 특수성 언론-정치 병행관계의 한국적 맥락)

  • PARK, Jin-Woo
    • Korean journal of communication and information
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    • v.74
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    • pp.177-196
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    • 2015
  • This paper aims to plan a new research program on the parallel relationship between Korean press and political power, by providing concepts on the mode of existence of professional journalists in Korea. In the midst of the economic crisis of Korean journalism, relative deteriorisation in the political democracy and the liberty of press, and changes in news ecosystem due to the revolution of digital news, the status of professional journalists is at stake. In these circumstances, this paper argues that many existing researches on journalistic professionalism need to be reconstructed in the perspective of professional project. It enables, first of all, an evaluation on actual issues of professional journalists from the actor perspective, i.e. economic interests, social closure, regulative bargain with the authority. Secondly, concerning decoupling phenomenon of journalism and democracy which became salient in the contemporary society, this study raises a necessity to create new logical relations around concepts of journalist professionalism. And we will find, in this situation, a beginning of new evaluation on the mode of existence of professional journalists, that has been possibly developped within the old, assymetric relationship between State-press. And finally, this study proposes to consider a category of professional journalists as a vehicle that helps to conceptualize the old, parallel relationship between Korean press and political power.

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