• Title/Summary/Keyword: Structural Support

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Structural Vibration Characteristics for an Outdoor Units Support of an Air-conditioner (에어컨 실외기 받침대의 구조진동 특성)

  • Ryu, Bong-Jo;Song, Seon-Ho;Lim, Chae-Wook
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2008.11a
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    • pp.215-217
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    • 2008
  • This paper deals with the structural vibration characteristics for an outdoor units support of an air-conditioner. Even though main noise sources are compressor noise and fluid noise which is caused by the fan, the structural modification of the outdoor units support may affect vibration and noise. In this paper, damping ratios for two kinds of an outdoor units support of an air-conditioner are measured through the modal testing. In order to reduce the structural borne noise due to an outdoor units support of an air-conditioner, four kinds of rubber materials are selected and tested.

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Experimental study on wave forces to offshore support structures

  • Jeong, Youn-Ju;Park, Min-Su;You, Young-Jun
    • Structural Engineering and Mechanics
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    • v.60 no.2
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    • pp.193-209
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    • 2016
  • In this study, wave force tests were carried out for the four types of offshore support structures with scale factor 1:25 and wave forces to the support structure shapes were investigated. As the results of this study, it was found that, as the wave period increased at the normal wave condition, wave force decreased for the most cases. Extreme wave force was affected by the impact wave force. Impact wave force of this study significantly effect on Monopile and slightly on GBS and Hybrid type. Accordingly, Hybrid type indicated even lower wave force at the extreme and irregular wave conditions than the Monopile although Hybrid type indicated higher wave force at the normal wave condition of the regular wave because of the larger wave area of wave body. In respects of the structural design, since critical loading is extreme wave force, it should be contributed to improve structural safety of offshore support structure. However, since the impact wave force has nonlinearity and complication dependent on the support structure shape, wave height, wave period, and etc., more research is needed to access the impact wave force for other support structure shapes and wave conditions.

A Biographical Reconstruction of the Process Involving Changes in Elderly Support: From the Perspective of the Rural Elderly (노인부양의 변화과정에 대한 생애사적 재구성 - 농촌노인의 관점을 중심으로 -)

  • Yang, Yeung Ja
    • 한국노년학
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    • v.29 no.1
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    • pp.1-20
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    • 2009
  • The purpose of the current research is to reconstruct the process in which changes in elderly support take place from the perspective of the elderly in rural areas. Six elderly couples were interviewed three times with the use of Schütze's 'autobiographical-narrative interview'. The entire interviews consisted of 17 sessions. Interviewed data was analyzed, following the method of Schütze's 'autobiographical-narrative interview analysis'. Research findings were as follows: Elderly support as experienced by the current elderly couples is mainly 'family support', which turned out to be 'dual structural shift' in the process of modernization. That is, there has been an 'internal structural shift' from 'family support on intergenerational, mutual support dimension' to 'family support on intragenerational self-support dimension' on the one hand. An 'external structural shift' has been noticed that realizes the 'socialization of family support' on the other hand. Additionally, a 'discrepancy' was captured between support norm and support behavior as occurred in the process of 'dual structural shift'. Perception on the 'dual structural shift' has proven 'ambivalent'. On the basis of these results, a critical discussion of modernization theory ensued, along with some implications for practice.

A Structural Analysis of School-aged Children's Suicide Ideation and Related Variables (학령기 아동의 자살생각과 관련변인들 간의 관계 구조분석)

  • Park, Seon;Moon, Soo-Back
    • Journal of Families and Better Life
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    • v.30 no.2
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    • pp.75-86
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    • 2012
  • The purpose of this study was to investigate the structural relationships school-aged children and related variables. For this study, the respondents were 704 children in elementary schools in the areas of Gyeongsan-Si and Daegu-Si. The questionnaires and psychological tests used in this study surveyed the following concepts: suicide ideation, social support, self-esteem and the scale of depression. The collected data were analyzed with AMOS 19.0, a statistical program for structural equation modeling, to estimate the hypothesized structural equation model. The results were as follows: First, self-esteem, - and depression as perceived by children were found to affect their suicide ideation directly. Second, parental support and teacher support as perceived by children were found to affect children's depression directly. Third, parental support, teacher support, and the support of friend's as perceived by children were found to affect-children's self-esteem directly. Last, parental support and, teacher's support did not show direct effect on children's suicide ideation, though these factors had an indirect effect on suicide ideation through the children's self-esteem and depression. Finally, teacher's support did not direct effectly children's suicide ideation, whereas it had an having indirect effect on suicide ideation through the children's self-esteem.

Structural Health Monitoring Technique for Tripod Support Structure of Offshore Wind Turbine (해상풍력터빈 트라이포드 지지구조물의 건전성 모니터링 기법)

  • Lee, Jong-Won
    • Journal of Wind Energy
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    • v.9 no.4
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    • pp.16-23
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    • 2018
  • A damage detection method for the tripod support structure of offshore wind turbines is presented for structural health monitoring. A finite element model of a prototype tripod support structure is established and the modal properties are calculated. The degree and location of the damage are estimated based on the neural network technique using the changes of natural frequencies and mode shape due to the damage. The stress distribution occurring in the support structure is obtained by a dynamic analysis for the wind turbine system to select the output data of the neural network. The natural frequencies and mode shapes for 36 possible damage scenarios were used for the input data of the learned neural network for damage assessment. The estimated damages agreed reasonably well with the accurate ones. The presented method could be effectively applied for damage detection and structural health monitoring of various types of support structures of offshore wind turbines.

A Study on the Organizational Support for Smart Work (스마트워크 지원을 위한 조직적 준비에 대한 연구)

  • Oh, Sang-Jo;Lee, Jong-Man;Kim, Yong-Young
    • Journal of the Korea Convergence Society
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    • v.11 no.7
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    • pp.231-238
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    • 2020
  • In the case of ICT-enabled organizational changes such as Smart Work, appropriate change management is required. To achieve work-life balance, organizational change management should be conducted from both a structural and a cultural perspective. This study looked at organizational factors that affect Smart Work facilitation through a case study with the view of ICT-enabled change management. From November to December 2019, eight Smart Workers of Company A were interviewed and analyzed for organizational support. The results show that structural support such as institutionalization, ICT infrastructure office environment improvement, Smart Work center as well as cultural support such as enhancing autonomy, communicating style of managers, trusting organizational climate are required. The findings suggest balanced organizational support to provide cultural support along with structural support for activating Smart Work operations. In the future, it is necessary to demonstrate the causality between structural/cultural support factors and outcome factors.

Development of Integrated Design System for Structural Design of Machine Tools (공작기계 구조물 설계를 위한 통합설계 시스템 개발)

  • 박면웅;손영태;조성원
    • Journal of the Korean Society for Precision Engineering
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    • v.20 no.1
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    • pp.229-239
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    • 2003
  • The design process of machine tools is regarded as a sequential, discrete, and inefficient works as it requires various kinds of design tools and many working hours. This paper describes an integrated design system embedding a design methodology that can support efficiently and systematically the conceptual structural design of machine tools. The system is a knowledge-based design system and has four machine-tool-specific functional modules including configuration design, configuration analysis, structure design, and structural analysis support module. Through the configuration design and analysis module, a machine configuration appropriate for design requirements is selected, and then the arrangement of ribs fer each structural part is decided in the structure design module. Also, the structural analysis support module is used to evaluate design result by utilizing structural analysis software, ANSYS. The system is applied to design of a tapping machine, and shows that the machine structure can be designed fast and conveniently by processing each design step interactively.

A Modification Technique of Finite Element Model for Dynamic Analysis under Multiple Support Excitations (다지지점 가진에 대한 동적해석을 위한 유한요소모형의 수정기법)

  • 김재민
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.12 no.3
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    • pp.437-445
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    • 1999
  • This paper presents a simple modification technique of finite element model for dynamic analysis of linear/nonlinear structural system subjected to multiple support excitation. For the sake of verification of the proposed method, dynamic responses obtained by the present technique for a couple of linear and nonlinear structural systems were compared with those by a general-purpose structural analysis software which can deal with the multi-support analysis. The method presented in this paper is expected to be used for multiple support excitation analysis by means of a computer code without the capability of modeling the non-synchronous support motion.

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The Structural Relationship among Social Support, Parenting Stress, Self-perception and Parenting Behavior Perceived by Mother (어머니가 지각하는 사회적 지지와 양육스트레스, 자아인식 및 양육행동 간의 구조적 관계)

  • Kim, Hye-Gum;Jo, Hye-Young
    • Journal of Families and Better Life
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    • v.33 no.6
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    • pp.1-14
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    • 2015
  • The purpose of this study was to explore structural relationships among social support, parenting stress, self-perception and parenting behavior perceived by mother and provide preliminary data useful for desirable parenting behavior. For this purpose, the data of fourth wave Panel Study on Korean Children(PSKC) including social support, parenting stress, self-perception and parenting behavior measured by 1,746 mothers with 3-year-old children were analyzed. We identified structural relationships among the variables using SPSS 18.0 and AMOS 18.0 applying structural equation modeling. Measurement model and structure model had favorable goodness of fit and the results of structure models on each path were as follows. First, parenting behavior had positive correlations with social support and self-perception but there was a negative correlation between parenting behavior and parenting stress. Second, the relationship between social support and self-perception was mediated by parenting stress and parenting stress and self-perception mediated the relationship between social support and parenting relationship. In conclusion it is required to raise awareness about the importance of development of various parent education programs and parenting behavior.

Determination of the load carrying capacity of closed steel supports used in underground construction and mining

  • Lenka, Koubova;Petr, Janas;Karel, Janas;Martin, Krejsa
    • Steel and Composite Structures
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    • v.45 no.5
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    • pp.715-728
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    • 2022
  • Closed steel supports of different shapes are used in mining and underground constructions. The supports are prefabricated from rolled, usually robust, steel profiles. The load carrying capacity of a support is considerably influenced by the active loading and passive forces. The passive forces are induced by interactions between the support and the surrounding rock mass. The analysis herein comprises three parts: The first part consists of structural geometry processing. The second part involves finding the numerical solution of a statically indeterminate structure for a specified load. The third part is calculation of the load carrying capacity and the components of internal forces and deformations. For this, the force method and numerical integration are used. The Winkler model is applied when the support interacts with the surrounding environment. The load carrying capacity is limited by the slip resistance of the connected parts and it is limited by reaching the ultimate state of the profile. This paper serves as a comprehensive reference for the determination of the load carrying capacity of closed steel supports and includes stepwise derivations of the governing formulas.