• 융합정보논문지
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• 제7권5호
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• pp.111-116
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• 2017

자산의 복잡성을 측정하기 위해 프로그램의 논리적인 복잡도의 측정을 제공하는 척도를 베이스로 하여 각 자산의 특징 값을 표현하고 있는지 평가하는 방법을 사용 한다. 본 연구에서는 소프트웨어 컴포넌트를 기본자산으로 구성하여 표준화된 설계모형을 확보하고, 이를 기반으로 재사용 가능한 확장된 자산을 설계할 경우 자산의 복잡도를 측정하기 위한 방안을 제시하고자 한다. 그러나 우리가 제안하는 자산관리 시스템의 각 자산은 두 가지 영역의 자산을 합성한 복합자산으로 구성되어 있으므로 이 방법만으로는 정확한 측정을 하기 어렵다. 따라서 아키텍처 하부에 저장된 기본 자산의 특성 값을 반영하여야 전체적인 자산의 복잡성을 측정가능하다. 따라서 응집력에 반비례하고 자산연관도안의 각 자산에 대한 연관값의 누적합에 비례하는 합성자산의 복잡성을 측정 가능하다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2003년도 학술대회지
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• pp.238-241
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• 2003

최근 들어 건설기업들은 경쟁적으로 주택 브랜드들을 개발하여 활발한 브랜드 마케팅 투자를 하고 있다. 브랜드 자산의 중요성은 현실적으로 증대되고 있으며, 강한 브랜드를 만들기 위해서는 브랜드 관리가 전재되어야 하는 시기이다. 하지만 지금까지의 브랜드 자산 관리는 주로 제조업이나 서비스업의 제품들을 대상으로 이루어지고 있으며, 건설기업들의 주택 브랜드 자산 관리에 관한 논의는 미비하다. 브랜드 자산의 중요성을 인식하면서도 주택 브랜드 자산 관리 방법의 부재로 인해 브랜드 마케팅 투자의 지표가 되는 근거를 제시하지 못하고 있는 실정이다. 따라서 본 연구에서는 브랜드 파워 조사를 통해 자산 구성 요소별 중요도를 산출하고, 이를 바탕으로 주택 브랜드 관리 전략에 관한 기반을 제공하고자 한다.

• 융합정보논문지
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• 제8권5호
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• pp.101-106
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• 2018

자산을 등록 관리하기 위한 다양한 소프트웨어가 연구되고 있으며 이와 같은 소프트웨어 시스템을 평가하기 위한 방법은 주관적인 평가기준을 대상으로 이루어져왔다. 본 연구에서는 선행된 자산관리 시스템의 복잡도 측정으로부터 얻어진 복합자산을 평가하기 위한 평가모델을 제안하고자 한다. 아키텍처 자산의 복잡성을 측정하기 위해 논리적 복잡도를 측정하여 제공하는 척도를 이용하였으며, 아키텍처 자산의 속성 값을 표현하고 있는지를 평가하기 위한 방법을 사용 하였다. 소프트웨어 평가 표준인 SQuaRE Series의 ISO/IEC 25010 품질 모델 특성을 기반으로 자산데이터의 사용성을 평가하기 위한 부특성의 평가모델 기준을 구축하였다. 자산은 복합자산으로 구성되어 설계되었을 때 각 자산의 특성에 따라 가중치를 부여한 부특성의 선택적 평가를 적용하여 평가모델의 유연성을 확보하도록 하였다.

• 산업융합연구
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• 제20권5호
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• pp.77-82
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• 2022

소프트웨어 자산을 평가하기 위해 정형화되지 않은 평가 방법으로 자산의 평가가 이루어져왔다. 본 연구에서는 기존의 소프트웨어 자산에 대한 복잡도의 측정으로부터 확보된 최적화된 자산의 사용성을 평가하고자 한다. 자산의 내부정보에 대한 논리적 복잡도를 측정하여 아키텍처의 복잡성에 대한 척도를 이용하였으며, 재사용성에 관여된 지표를 측정하여 소프트웨어 자산의 사용성과 어떠한 관계를 갖는지 평가하였다. 따라서 HVs는 두 가지 유형의 자산에 대하여 다양한 자산의 구성 방식에 따라 일정한 비율을 유지하며 적용되는 특성을 갖고 있는 것을 알 수 있다. 그러므로 자산의 사용성면에서 최적화된 자산은 가능한 다양성을 확보한 상태에서 아키텍처 설계과정에 정형성을 갖고 적용할 수 있을 것이다.

• Journal of Korea Trade
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• 제24권5호
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• pp.35-54
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• 2020

Purpose - It seems common sense that corporate social responsibility (CSR) is a key driver of business sustainability. Nevertheless, there has been little research on the performance of socially responsible activities, including economic and environmentally responsibility activities, in internationally diversified firms. Design/methodology - The purpose of this study was to evaluate the effects of CSR activities on management performance. For this evaluation, an empirical analysis was conducted with total of 2,520 cases, selected from companies listed on the Korea Composite Stock Price Index market for six years from 2013 to 2018. As proxies for management performance, financial data such as a total asset net profit ratio and a total asset operating ratio were used. A multivariate regression analysis was conducted to test hypotheses. Findings - The results of this analysis indicated that firms in the CSR outstanding group were ranked significantly higher than other groups in management performance. In addition, CSR activities of internationally diversified firms positively influenced the total asset net profit ratio and total asset operating ratio. Originality/value - The results suggest that the CSR activities of these firms can play a significant role in enhancing management performance in the economic status of Korea, where the degree of export dependency is high.

• The Journal of Asian Finance, Economics and Business
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• 제8권3호
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• pp.251-265
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• 2021

It seems a common sense that corporate social responsibility (CSR) is a key driver to attain business sustainability. Nevertheless, there has been little research on the performance of socially responsible activities, including economic and environmental responsibility activities in internationally diversified firms. The purpose of this study was to evaluate the effects of CSR activities on management performance. For this evaluation, an empirical analysis was conducted with a total of 2,520 cases, selected from companies listed on the Korea Composite Stock Price Index market for six years from 2013 to 2018. As proxies for management performance, financial date such as a total asset net profit ratio and a total asset-operating ratio were used. A multivariate regression analysis was conducted to test hypotheses. The results of this analysis indicated that firms in the CSR outstanding group are significantly higher than other groups in management performances. In addition, CSR activities of internationally diversified firms positively influence their total asset net profit ratio and total asset-operating ratio. The results suggested that CSR activities of these firms can play a significant role in enhancing management performances amid the economic status of Korea, where a degree of export dependency is high.

• Structural Monitoring and Maintenance
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• 제3권1호
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• pp.33-49
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• 2016

Structural Health Monitoring (SHM) has been attracting numerous research efforts around the world because it targets at monitoring structural conditions and performance to prevent catastrophic failure, and to provide quantitative data for engineers and infrastructure owners to design a reliable and economical asset management strategy. In the past decade, with supports from Australian Research Council (ARC), Cooperative Research Center for Infrastructure and Engineering Asset Management (CIEAM), CSIRO and industry partners, intensive research works have been conducted in the School of Civil, Environmental and Mining Engineering, University of Western Australia and Centre for Infrastructural Monitoring and Protection, Curtin University on various techniques of SHM. The researches include the development of hardware, software and various algorithms, such as various signal processing techniques for operational modal analysis, modal analysis toolbox, non-model based methods for assessing the shear connection in composite bridges and identifying the free spanning and supports conditions of pipelines, vibration based structural damage identification and model updating approaches considering uncertainty and noise effects, structural identification under moving loads, guided wave propagation technique for detecting debonding damage, and relative displacement sensors for SHM in composite and steel truss bridges. This paper aims at summarizing and reviewing the recent research advances on SHM of civil infrastructure in Western Australia.

• Steel and Composite Structures
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• 제24권1호
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• pp.113-128
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• 2017

This paper highlights a study undertaken on the free vibration of a precast steel-concrete composite slab panel for track support. The steel-concrete composite slab track is an evolvement from the slab track, a form of ballastless track which is becoming increasingly attractive to asset owners as they seek to reduce lifecycle costs and deal with increasing rail traffic speeds. The slender nature of the slab panel due to its reduced depth of construction makes it susceptible to vibration problems. The aim of the study is driven by the need to address the limited research available to date on the dynamic behaviour of steel-concrete composite slab panels for track support. Free vibration analysis of the track slab has been carried out using ABAQUS. Both eigenfrequencies and eigenmodes have been extracted using the Lanczos method. The fundamental natural frequencies of the slab panel have been identified together with corresponding mode shapes. To investigate the sensitivity of the natural frequencies and mode shapes, parametric studies have been established, considering concrete strength and mass and steel's modulus of elasticity. This study is the world first to observe crossover phenomena that result in the inversion of the natural orders without interaction. It also reveals that replacement of the steel with aluminium or carbon fibre sheeting can only marginally reduce the natural frequencies of the slab panel.

• Steel and Composite Structures
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• 제25권4호
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• pp.427-442
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• 2017

This paper presents unprecedented damped oscillation behaviours of a precast steel-concrete composite slab panel for track support. The steel-concrete composite slab track is an innovative slab track, a form of ballastless track which is becoming increasingly attractive to asset owners as they seek to reduce lifecycle costs and deal with increasing rail traffic speeds. The slender nature of the slab panel due to its reduced depth of construction makes it susceptible to vibration problems. The aim of the study is driven by the need to address the limited research available to date on the dynamic behaviour of steel-concrete composite slab panels for track support. Free vibration analysis of the track slab has been carried out using ABAQUS. Both undamped and damped eigenfrequencies and eigenmodes have been extracted using the Lancsoz method. The fundamental natural frequencies of the slab panel have been identified together with corresponding mode shapes. To investigate the sensitivity of the natural frequencies and mode shapes, parametric studies have been established, considering concrete strength and mass and steel's modulus of elasticity. This study is the world first to observe crossover phenomena that result in the inversion of the natural orders without interaction. It also reveals that replacement of the steel with aluminium or carbon fibre sheeting can only marginally reduce the natural frequencies of the slab panel.

• Structural Engineering and Mechanics
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• 제82권3호
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• pp.343-354
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• 2022

An understanding of the mechanism of concrete girders repaired with CFRP plates and its influence on the dynamic parameters is presented in this paper. Dynamic parameters are governed by the relationship with the physical properties of concrete girders and CFRP plates as well as the adhesive layer between them. A brief explanation of the mechanism of the composite action of concrete girders repaired with CFRP is also given in this paper. Experimental work was carried out to validate the theory of the composite action. The results show a decrease in the modal parameters of CFRP repaired girders that were turned over during the repair procedure, which contrasts with the proven static-based results that CFRP plates increase the stiffness of repaired girders. The composite action theory has explained the results based on the tension and compression forces' growth at the adhesive layer between the CFRP plates and girder surface during the repair procedure. Other girders were prepared and repaired without turning over in order to avoid tension and compression forces at the adhesive layer. The experimental results show an increase in the dynamic parameters of CFRP repaired girders that were not turned over during the repair procedure, which aligns with the static-based results. The study concludes that the dynamic parameters are excellent indicators for the assessment of CFRP repaired concrete girders. The study also suggests that researchers should not turn over damaged concrete girders to repair them with CFRP plates if they intend to study the dynamic parameters, in order to avoid the proposed composite action effect on modal parameters.