• 한국전산구조공학회논문집
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• 제22권1호
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• pp.65-72
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• 2009

도로교설계기준은 일반교량에 대한 내진설계방법으로 응답수정계수를 사용하는 스펙트럼해석법을 제시하고 있다. 그러나 중진지역이라는 한반도의 상황과 국내의 교량설계 및 시공환경에 대한 적용성은 아직 검증되지 않은 실정이다. 그러므로 도로교설계기준의 스펙트럼해석법을 적용하여 내진설계의 기본개념으로 제시되는 붕괴방지수준이 만족되는가에 대한 검토가 요구된다. 이 연구에서는 T형 및 ${\prod}$형 교각을 하부구조로 하는 두 개의 일반교량을 해석대상교량으로 선정하고, 중진지역의 설계조건과 스펙트럼해석법을 적용하여 내진설계를 수행하였다. 이 과정에서 응답수정계수의 역할과 붕괴방지수준의 만족여부를 검토하고, 그 결과를 토대로 설계기준에 보완해야 하는 사항을 제시하였다.

• 한국컴퓨터정보학회논문지
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• 제18권4호
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• pp.153-160
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• 2013

온라인게임은 게임의 흥미를 더하기 위하여 게임도구인 아이템을 사용한다. 게임이용자들은 더 높고 더 강한 레벨의 아이템을 원하게 되면서 자연스럽게 수요와 공급의 거래가 이루어진다. 문제는 이러한 아이템의 거래과정에서 빈번하게 불법행위가 발생한다는 것이다. 그 중 해킹 등 어떠한 방법이든지 권원없이 타인의 아이디와 비밀번호를 알아내어 아이템을 훔쳐가거나, 위탁관리하고 있는 아이템을 되돌려주지 않거나, 절취한 아이템을 그 정을 알고 있는 타인에게 주거나, 타인의 아이템을 손괴하는 등의 행위에 대해서는 형법상 재산에 관한 죄를 적용하기가 곤란하다. 현행 법리상 아이템을 재산죄의 객체인 재물로 인정할 수 없기 때문이다. 가상공간의 아이템은 형법상 보호할 가치와 필요성이 있는 새롭게 등장한 재화이다. 형법은 현실적 범죄행위와 법규범과의 유리를 방지하기 위하여 시대적 현실문화와 가치를 반영하여야 한다. 가상공간은 가상공간 고유한 특성을 고려하여 재물성의 성립여부를 판단하는 것이 현실적이며 합리적이므로 확장해석에 의한다면 아이템을 형법상 유체물의 범위에 포섭할 수 있을 것으로 판단된다. 디지털 시대의 시대적 요청에 의한 제346조의 재물성의 재검토가 필요한 시점이다.

• 한국문헌정보학회지
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• 제7권
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• pp.225-259
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• 1980

The second edition of the Anglo-American Cataloguing Rules (AACR 2) was published in December 1978. In 1974 representatives Qf five bodies from Canada, the United Kingdom and the United States established the Joint Steering Committee for Revision of AACR, and set the aims, structure, and content of AACR 2. Although the goal of a single text for Britain and North America was achieved in AACR 2, the American library community expressed concern about cost-effectiveness of adoption of the new code, and consquently the LC implementation plan called for some minor departures from AACR 2. LC's plan to depart from a number of provisions of the new code will cause a continuation of the problems presented by past practices of superimposition. The purpose of this paper is to examine the revisions made in AACR 2 in the hope that it will contribute to efforts of Korean librarians seeking to focus on the major questions requiring discussion and decisions before adoption of AACR 2 by Korean research libraries who have already adopted Anglo-American Cataloging Rules for Western materials. In this paper attempts were made to follow the order of subjects treated in the code, beginning with general revisions, followed by a discussion of each of the parts of the code, the first for bibliographic description and the second for choice and form of access points. The differences between AACR 1 and AACR 2 that will be most significant to cataloguers are compared with examples. Comparative analysis of optional and alternative rules are viewed from a historical background, and their practical applications for the different types of libraries / or materials are discussed. Specifications of the options adapted by the Library of Congress are presented. Adaption of AACR 2 poses continual problems in Korea. It is very important to maintain consistent sets of information consistently presented in the catalogue regardless of its language. The recognition by cataloguers of the urgent need for conformity and campatability of catalogue between Western mateirals and Oriental materials is recommended, if AACR 2 is to be adapted. It would be intolerable for the catalogue users, if different standards of description and headings were to apply in the same catalogue.

• 대한토목학회논문집
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• 제6권4호
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• pp.61-68
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• 1986

본(本) 연구(硏究)에서는 철근(鐵筋)콘크리트 구조(構造)에 대하여 확률이론(確率理論)에 기초(基礎)한 허용응력(許容應力) 설계규준(設計規準)의 개발(開發)을 위한 방법(方法)을 제시(提示)하였다. 철근(鐵筋)콘크리트 구조부재(構造部材)의 신뢰성지수(信賴性指數)는 AFOSM 신뢰성(信賴性) 해석법(解析法)을 사용하여 계산(計算)하였으며, 또한 시방서(示方書) 신뢰성(信賴性) 검정(檢定)의 실용적(實用的) 방법(方法)을 제시(提示)하였다. 각(各) 구조요소별(構造要素別) 목표신뢰성지수(目標信賴性指數)는 현행(現行) 규준(規準)에 의해 설계(設計)된 구조물(構造物)의 안전성(安全性)에 관한 수치적(數値的) 연구결과(硏究結果)를 고려하고 또 현(現) 실정(實情)을 반영하여 결정(決定)되었다. 현행(現行) WSD 안전규정(安全規正)을 대치(代置) 사용(使用) 가능토록 본(本) 연구(硏究)에서는 합리적(合理的) 목표신뢰성지수(目標信賴性指數)에 기초(基礎)하여 R.C. 각(各) 구조요소별(構造要素別) 허용응력(許容應力) 및 안전계수(安全係數)를 제안(提案)하였다.

• 한국지진공학회논문집
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• 제28권2호
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• pp.85-92
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• 2024

This study presents code-compliant seismic details by addressing dry mechanical splices for precast concrete (PC) beam-column connections in the ACI 318-19 code. To this end, critical observations of previous test results on precast beam-column connection specimens with the proposed seismic detail are briefly reported in this study, along with a typical reinforced concrete (RC) monolithic connection. On this basis, nonlinear dynamic models were developed to verify seismic responses of the PC emulative moment-resisting frame systems. As the current design code allows only the emulative design approach, this study aims at identifying the seismic performances of PC moment frame systems depending on their emulative levels, for which two extreme cases were intentionally chosen as the non-emulative (unbonded self-centering with marginal energy dissipation) and fully-emulative connection details. Their corresponding hysteresis models were set by using commercial finite element analysis software. According to the current seismic design provisions, a typical five-story building was designed as a target PC building. Subsequently, nonlinear dynamic time history analyses were performed with seven ground motions to investigate the impact of emulation level or hysteresis models (i.e., energy dissipation performance) on system responses between the emulative and non-emulative PC moment frames. The analytical results showed that both the base shear and story drift ratio were substantially reduced in the emulative system compared to that of the non-emulative one, and it indicates the importance of the code-compliant (i.e., emulative) connection details on the seismic performance of the precast building.

• 아태비즈니스연구
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• 제6권1호
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• pp.59-82
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• 2015

According to the survey on the state of practical usage and present situation of FTAs, conducted among trade companies operating in Shandong province in 2014, more than 90% of companies are believed to be small and medium sized enterprises. Therefore this study tries to test what impact the awareness and utilization of an FTA have on its outcome among trade companies operating in Shandong province as well as partner countries and other trade companies. The research results are as follows. First, we found a positive correlation between 1) a company's global orientation (as measured in export density as a percentage of profit) and 2) its competitiveness (as measured in annual sales), and a company's degree of utilization of FTA provisions. Second, One of the findings is that the more aware of the (exporting) HS code, conventional tariffs and the process of issuing C/O the companies from Shandong province are the more they actually use (utilize) an FTA inpractice. Another interesting finding is that the more aware of the (exporting) HS code and conventional tariffs the enterprises are the higher is their practical usage level of an FTA. Third, however, at the time of this study's completion, FTA utilization was not yet positively correlated with statistically significant performance results. Therefore, to increase the utilization and performance of FTA, the China government have to make a efficient business models for each industry and support the small and mid-size businesses including Shandong province's SMEs.

• Structural Engineering and Mechanics
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• 제23권5호
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• pp.579-597
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• 2006

The behaviour of reinforced concrete moment resisting frame structures in recent earthquakes all over the world has highlighted the consequences of poor performance of beam column joints. Large amount of research carried out to understand the complex mechanisms and safe behaviour of beam column joints has gone into code recommendations. This paper presents critical review of recommendations of well established codes regarding design and detailing aspects of beam column joints. The codes of practice considered are ACI 318M-02, NZS 3101: Part 1:1995 and the Eurocode 8 of EN 1998-1:2003. All three codes aim to satisfy the bond and shear requirements within the joint. It is observed that ACI 318M-02 requires smaller column depth as compared to the other two codes based on the anchorage conditions. NZS 3101:1995 and EN 1998-1:2003 consider the shear stress level to obtain the required stirrup reinforcement whereas ACI 318M-02 provides stirrup reinforcement to retain the axial load capacity of column by confinement. Significant factors influencing the design of beam-column joints are identified and the effect of their variations on design parameters is compared. The variation in the requirements of shear reinforcement is substantial among the three codes.

• Earthquakes and Structures
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• 제20권3호
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• pp.279-293
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• 2021

Most of the existing seismic codes for RC buildings consider only a scenario earthquake for analysis, often characterized by the response spectrum at the specified location. However, any real earthquake event often involves occurrences of multiple earthquakes within a few hours or days, possessing similar or even higher energy than the first earthquake. This critically impairs the rehabilitation measures thereby resulting in the accumulation of structural damages for subsequent earthquakes after the first earthquake. Also, the existing seismic provisions account for the non-linear response of an RC building frame implicitly by specifying a constant response modification factor (R) in a linear elastic design. However, the 'R' specified does not address the changes in structural configurations of RC moment-resisting frames (RC MRFs) viz., building height, number of bays present, bay width, irregularities arising out of mass and stiffness changes, etc. resulting in changed dynamic characteristics of the structural system. Hence, there is an imperative need to assess the seismic performance under sequential earthquake ground motions, considering the adequacy of code-specified 'R' in the representation of dynamic characteristics of RC buildings. Therefore, the present research is focused on the evaluation of the non-linear response of medium-rise 3D RC MRFs with and without vertical irregularities under bi-directional sequential earthquake ground motions using non-linear dynamic analysis. It is evident from the results that collapse probability increases, and 'R' reduces significantly for various RC MRFs subjected to sequential earthquakes, pronouncing the vulnerability and inadequacy of estimation of design base shear by code-specified 'R' under sequential earthquakes.

• Structural Engineering and Mechanics
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• 제83권3호
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• pp.387-400
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• 2022

The practice of using encased steel-concrete columns in medium to high-rise structures has expanded dramatically in recent years. The study evaluates existing methodologies and codal guidelines for estimating the ultimate load-carrying characteristics of concrete-encased short columns experimentally. The present condition of composite column design methods was analyzed using the Egyptian code ECP203-2007, the American Institute of Steel Construction's AISC-LRFD-2010, Eurocode EC-4, the American Concrete Institute's ACI-318-2014, and the British Standard BS-5400-5. According to the codes, the axial load carrying characteristics of both the encased steel and concrete sections was examined. The effect of load-carrying capacities in different forms of encased steel sections on encased steel-concrete columns was studied experimentally. The axial load carrying capacity of twelve concrete-encased columns and four conventional reinforced columns were examined. The conclusion is that the confinement was not taken into account when forecasting the strength and ductility of the encased concrete, resulting in considerable disparities between codal provisions and experimental results. The configuration of the steel section influenced the confining effect. Better confinement is achieved with the laced and battened section than with the infilled steel tube reinforced and conventionally reinforced section. The ECP203-2007 code reported the most conservative results of all the codes used.

• Wind and Structures
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• 제34권4호
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• pp.371-383
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• 2022

Buildings with mono-sloped roofs are used for different purposes like at railway platforms, restaurants, industrial buildings, etc. Between two types of mono-slope roofs, clad and unclad, unclad canopy types are more vulnerable to wind load as wind produces pressure on both upper and lower surfaces of the roof, resulting in uplifting of the roof surface. This paper discusses the provisions of wind loads in different codes and standards for Low-rise buildings. Further, the pressure coefficients on mono-slope canopy roof available in wind code and standards are compared. Previous experimental studies for mono-slope canopy roof along with the recent wind tunnel testing carried out at Indian Institute of Technology, Roorkee is briefly discussed and compared with the available wind codes. From the study it can further be asserted that the information available related to staging or blocking under the mono-slope canopy roofs is limited. This paper is an attempt to put together the available information in different wind codes/standards and the research works carried out by different researchers, along with shedding some light on the future scopes of research on mono-slope canopy roofs.