• 한국정보시스템학회지:정보시스템연구
• /
• 제16권4호
• /
• pp.131-155
• /
• 2007

The purpose of this thesis is to study on the philosophical analysis model and its methodological application of information systems research evaluation from critical realist perspective. Fist of all, I examine ontological epistemological methodological assertions of critical realism. Because the philosophy of critical realism is an opportunity for information systems study. I examine Dobson and Mutch's critical realist perspective on actors-structure model. I suggest a critical realist actors-praxis-structure model. This model provides the potential for a new approach to social investigations in its provision of an ontology for the analytical separation of structure and agency. Of most importance might be the incorporation of non-humans into the analysis of social interaction and of technology into the elaboration of structures. I also examine Tsoukas's critical realistic meta-theory of management. I suggest a critical realist IS management model. This model elucidate the nature of management and delineate the scope of applicability of various perspectives on management. The causal powers of management reside in the real domain and, taken together, their logics are contradictory, the effects of their contradictory composition are contingent upon prevailing contingencies. I analyze Carlsson's theory of design knowledge. His framework builds on that the aim of IS design science research is to develop practical knowledge for the design and realization of different classes of IS initiatives, where IS are viewed as socio-technical systems and not just IT artefacts. The framework proposes that the output of IS design science research is practical IS design knowledge in the form of field-tested and grounded technological rules. The IS design knowledge is developed through an IS design science research cycle. In conclusion, I think that IS actors-praxis-structure model, meta-theoretical IS management model, and IS design knowledge model according to critical realistic approach are very useful for IS research evaluation. Nevertheless, important problems are left not resolved.

• 한국지반환경공학회 논문집
• /
• 제23권11호
• /
• pp.13-18
• /
• 2022

본 연구는 항만 중력식 구조물에 대한 내진보강을 분석하여, 그라우팅공법 적용의 적정성을 평가하고자 한다. 평가항목은 액상화, 활동, 전도 및 원호활동 등으로 공법의 적정성을 비교하기 위하여 그라우팅공법인 저유동성 모르타르 주입공법과 말뚝벽체식 보강공법인 SPC 파일 및 GRB 공법을 각각 평가하여 비교하였으며, 평가대상은 포항 구항 중력식 구조물로 선정하였다. 평가결과, 그라우팅공법과 말뚝벽체식 보강공법 모두 평가항목에 대하여 안정성을 충분히 확보하는 것으로 검토되었다. 따라서 중력식 항만 구조물의 경우 시공성, 경제성 및 유지관리 부분과 유사 시공사례 등을 고려 시 내진보강 공법으로 그라우팅공법이 보다 효율적임을 알 수 있었다.

• 한국산학기술학회논문지
• /
• 제18권3호
• /
• pp.22-30
• /
• 2017

본 논문은 해양 플랜트에 설치되는 압력 시스템 구조물의 위상 최적화를 통한 경량화 설계와 구조해석을 통한 구조안전성 평가에 대한 연구결과이다. 해양 플랜트에 설치되는 구조물은 기본적인 자중 외에도 해상에서 발생하는 풍하중 및 동하중에 따른 구조 설계가 매우 중요하고 구조 안전성 평가가 필수적이다. 본 연구에서는 DNV 선급 규정에 따라 풍하중 및 동하중을 상황별로 분류해 이를 해석에 적용하여 수행하였다. 경량 화된 형상을 얻기 위한 방법으로 위상 최적화 기법을 구조물에 적용하였다. 위상 최적화 해석을 통해 구조물에서 응력이 집중되는 부분을 확인할 수 있었다. 위상 최적화 해석을 통하여 설계 시 불필요한 요소를 제거한 형상을 얻어 보강대 형태를 가진 형태로 설계 하였다. 위상 최적화를 통해 얻은 설계 형태를 바탕으로 구조해석을 통한 안전성을 평가하여 형상에 대한 적합성을 확인하였다. 이를 통해 본 연구에서는 실제 시험을 통해 구조안전성 평가가 어려운 해양플랜트 구조물의 설계 및 안전성평가 방법을 제시하였다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
• /
• pp.267-274
• /
• 2000

Current seismic design codes for building structures are based on the method which can provide enough capacity to satisfy objected performance level and exactly evaluate the seismic performance of buildings. The capacity spectrum method using the nonlinear static(pushover) analysis is becoming a popular tool for evaluating the seismic performance of existing and new building structures. By means of a graphical procedure capacity spectrum method esimates the performance level of structure by comparing the capacity of structure with the demand of earthquake ground motion on the structure. In the method the relation between base shear estimated by a nonlinear static analysis and horizontal displacement is used. Capacity spectrum is usually expressed as what represent the responses of the equivalent single degree of freedom (ESDOF) system for the building structures. However there are some problems in converting procedures into ESDOF system which include not considering the effect of higher modes of structures. The objective of this paper is to compare and verify existing methods and suggest the modified capacity spectrum for seismic performance evaluation of building structures.

• 한국공간구조학회논문집
• /
• 제15권3호
• /
• pp.69-76
• /
• 2015

Cheomseongdae is the masonry stone structure with the cultural and historical values. But, this structure has the various damages such as cracks, gaps, slope variations and ground subsidence. So, the interests for the safety security in the structural parts have been increased. Therefore, this study performs the structural modelling which considers the several damage cases, and then evaluates the structural behavior characteristics through the discrete element analysis. Especially, this study checks the swelling and displacement gap of the whole structure and the separation between the neighboring members.

• 한국공작기계학회논문집
• /
• 제17권6호
• /
• pp.91-96
• /
• 2008

As a remarkable reduction of the vehicle noise, the important of tire noise which is generated from the vehicle and the necessity of the research for the noise reduction is being emphasized. In this study, the road noise which is excited by the interaction between tire and road has been studied. The subjective test(feeling test) according to SAE J1060 rating scale is applied to the evaluation of the road noise. The combination of the several tires and vehicles are made to consider the effect of the vehicle suspension and the tire structure for road noise. The vehicles with 3-different suspension system are applied to road noise test and the eight kinds of tires are selected. As the results, the effects of the vehicle suspension and tire structure which affects on road noise are investigated.

• Smart Structures and Systems
• /
• 제10권2호
• /
• pp.155-179
• /
• 2012

This paper aims at assessing the seismic performance of Tuned Mass Dampers (TMDs) based on sets of recorded ground motions. For the simplest configuration of a structure-TMD assembly, in a comprehensive study characteristic response quantities are derived and statistically evaluated. Optimal tuning of TMD parameters is discussed and evaluated. The response reduction by application of a TMD is quantified depending on the structural period, inherent damping of the stand-alone structure, and ratio of TMD mass to structural mass. The effect of detuning on the stroke of the TMD and on the structural response is assessed and quantified. It is verified that a TMD damping coefficient larger than the optimal one reduces the peak deflection of the TMD spring significantly, whereas the response reduction of the main structure remains almost unaffected. Analytical relations for quantifying the effect of a TMD are derived and subsequently evaluated. These relations allow the engineer in practice a fast and yet accurate assessment of the TMD performance.

• 전자공학회논문지A
• /
• 제33A권6호
• /
• pp.206-219
• /
• 1996

This paper describes a data structure and evaluation algorithm to improve the perofmrances MOS logic-with-timing simulation in computation and accuracy. In order to efficiently simulate the logic and timing of driver-load networks, (1) a tree data structure to represent the mutual interconnection topology of switches and nodes in the driver-lod network, and (2) an algebraic modeling to efficiently deal with the new represetnation, (3) an evaluation algorithm to compute the linear resistive and capacitive behavior with the new modeling of driver-load networks are developed. The higher modeling presented here supports the structural and functional compatibility with the linear switch-level to simulate the logic-with-timing of digital MOS circuits at a mixed-level. This research attempts to integrate the new approach into the existing simulator RSIM, which yield a mixed-klevel logic-with-timing simulator MIXIM. The experimental results show that (1) MIXIM is a far superior to RSIM in computation speed and timing accuracy; and notably (2) th etiming simulation for driver-load netowrks produces the accuracy ranged within 17% with respect ot the analog simulator SPICE.

• Nuclear Engineering and Technology
• /
• 제47권2호
• /
• pp.157-164
• /
• 2015

Nuclear power plants have logical loop structures in their system configuration. This paper explains the method to solve a loop structure in reliability analysis. As examples of loop structured systems, the reactor core isolation cooling system and high-pressure core injection system of a boiling water reactor are considered and analyzed under a station blackout accident condition. The analysis results show the important role of loop structures under severe accidents. For the evaluation of the safety of nuclear power plants, it is necessary to accurately evaluate a loop structure's reliability.

• 한국지진공학회논문집
• /
• 제20권1호
• /
• pp.63-70
• /
• 2016

This study is the sequel of a companion paper (I. Algorithm) for assessment of the seismic performance evaluation of structure using ground motions selected by the proposed algorithm. To evaluate the effect of the correlation structures of selected ground motions on the seismic responses of a structure, three sets of ground motions are selected with and without consideration of the correlation structure. Nonlinear response history analyses of a 20-story reinforced concrete frame are conducted using the three sets of ground motions. This study shows that the seismic responses of the frames vary according to ground motion selection and correlation structures.