• Journal of Information Processing Systems
• /
• 제10권3호
• /
• pp.483-490
• /
• 2014

In today's world, communication, the sharing of information, and money transactions are all possible to conduct via the Internet, but it is important that it these things are done by the actual person. It is possible via several means that an intruder can access user information. As such, several precautionary measures have to be taken to avoid such instances. The purpose of this paper is to introduce the idea of a one-time password (OTP), which makes unauthorized access difficult for unauthorized users. A OTP can be implemented using smart cards, time-based tokens, and short message service, but hardware based methodologies require maintenance costs and can be misplaced Therefore, the quick response code technique and personal assurance message has been added along with the OTP authentication.

• 한국정보과학회:학술대회논문집
• /
• 한국정보과학회 2000년도 가을 학술발표논문집 Vol.27 No.2 (1)
• /
• pp.326-328
• /
• 2000

본 논문에서는 지연계산기반 함수형 언어 프로그램을 받아 Java 프로그램을 목적 코드로 생성하는 컴파일러를 설계하고 구현한다. 이 컴파일러는 제한된 형태의 함수형 언어 Shared Term Graph(STG)를 입력언어로 하는 추상기계 Spineless Tagiess G-Machine (STGM)을 수행 모델로 한다. 본 논문에서는 명령형 언어 L-code를 제안하고 이를 입력언어로 하는 새로운 형태의 STGM인 L-Machine을 제안한다. STG 언어를 L-code로 변환하는 컴파일러와 L-code를 Java로 변환하는 컴파일러를 설계하고 구현함으로써 원하는 컴파일러를 구성한다. 그리고 Glasgow Haskell 컴파일러를 전단부로 하여 지연계산 기반 함수형 언어 Haskell로 작성된 프로그램들을 컴파일하여 STG 프로그램으로 변환한 다음 본 논문에서 구현한 컴파일러로 이를 Java 프로그램으로 변환한다. 변환된 Java 프로그램을 Sun JIT 컴파일러로 컴파일하여 수행한 성능 평가 결과를 제시한다.

• 한국통신학회논문지
• /
• 제27권6B호
• /
• pp.593-600
• /
• 2002

The reverse link signal power required for multimedia traffic in multipath faded single-code (SC-) and multi-code CDMA (MC-CDMA) systems is investigated. The effect of orthogonality loss among multiple spreading code channels is herein characterized by the orthogonality factor. The required signal power in both the CDMA systems is then analyzed in terms of the relative required signal power ratio of data to voice traffic. The effect of varying system parameters including spreading bandwidth, the of orthogonality factor, and the number of spreading codes are examined. Analytical results show that MC-CDMA users transmitting only a single traffic type require significantly more power than SC-CDMA users with only a single traffic type. On the other hand, MC-CDMA users transmitting multimedia traffic require power levels approximately identical to SC-CDMA users with multimedia traffic. The results can be used in the design of radio resource management (e.g., power allocation) scheme for wireless multimedia services.

• 한국컴퓨터정보학회논문지
• /
• 제21권8호
• /
• pp.65-75
• /
• 2016

In this paper, we present a novel approach to help MSR researchers obtain necessary data with a tool, termed General Purpose Extractor for Source code (GPES). GPES has a single function extracts high-quality data, e.g., the version history, abstract syntax tree (AST), changed code diff, and software quality metrics. Moreover, features such as an AST of other languages or new software metrics can be extended easily given that GPES has a flexible data model and a component-based design. We conducted several case studies to evaluate the usefulness and effectiveness of our tool. Case studies show that researchers can reduce the overall cost of data analysis by transforming the data into the required formats.

• Structural Engineering and Mechanics
• /
• 제54권6호
• /
• pp.1175-1200
• /
• 2015

This paper investigates the fundamental period of vibration of RC buildings by means of finite element macro-modelling and modal eigenvalue analysis. As a base study, a number of 14-storey RC buildings have been considered "according to code designed" and "according to code non-designed". Several parameters have been studied including the number of spans; the span length in the direction of motion; the stiffness of the infills; the percentage openings of the infills and; the location of the soft storeys. The computed values of the fundamental period are compared against those obtained from seismic code and equations proposed by various researchers in the literature. From the analysis of the results it has been found that the span length, the stiffness of the infill wall panels and the location of the soft storeys are crucial parameters influencing the fundamental period of RC buildings.

• 한국항해항만학회:학술대회논문집
• /
• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
• /
• pp.261-266
• /
• 2006

A number of different techniques are available to mitigate the problem of cross correlations caused by the limited dynamic range of the 10-bit Gold codes in the GPS C/A code. These techniques include successive-interference cancellation (SIC) and parallel-interference cancellation (PIC), where the strong signals are subtracted at IF prior to attempting to detect the weak signals. In this paper, a variation of these techniques is proposed whereby the subtraction process is delayed until after the correlation process, although still employing a pure reconstructed C/A code signal to permit prediction of the cross correlation process. The paper provides details on the method as well as showing the results obtained when the method was implemented using a software GPS receiver. The benefits of this approach are also described, as is the application of the method to the cancellation of CW interference.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2004년도 하계학술대회 논문집 A
• /
• pp.322-324
• /
• 2004

최근의 전력선통신은 대용량 정보를 고속으로 전송하기 위한 개발이 활발히 진행되어지고 있으며, 이러한 통신시스템 기술의 구현을 위해서는 새로운 통신방식을 제안하여야 한다 본 논문에서는 직교특성이 탁월한 Complementary Code를 기반으로, 저간섭 특성 및 고속 정보전송이 가능한 전력선 통신시스템을 제시하고 BER(Bit Error Rate)성능분석을 통하여 제안 시스템의 유용성을 확인하였다.

• Earthquakes and Structures
• /
• 제10권1호
• /
• pp.191-209
• /
• 2016

Seismic codes are the best available guidance on how structures should be designed and constructed to ensure adequate resistance to seismic forces during earthquakes. Seismic provisions of Indian standard code, International building code and European code are applied for buildings with ordinary moment resisting frames and reinforced shear walls at various locations considering the effect of site soil conditions. The study investigates the differences in spectral acceleration coefficient ($S_a/g$), base shear and storey shear obtained following the seismic provisions in different codes in the analysis of these buildings. Study shows that the provision of shear walls at core in low rise buildings and at all the four corners in high rise buildings gives the least value of base shear.

• Nuclear Engineering and Technology
• /
• 제52권12호
• /
• pp.2887-2900
• /
• 2020

Cladding failure in a fuel rod during operation in a BWR is analyzed using a FALCON code-based model. Comparative calculation with a neighbouring, intact rod is presented, as well. A considerable 'hot spot' effect in cladding temperature is predicted with the SLICE-DO model due to a thermal barrier caused by the localized crud deposition. Particularly significant overheating is expected to occur on the affected side of the cladding of the failed rod, in agreement with signs of significant localized crud deposition as revealed by Post Irradiation Examination. Different possibilities (criteria) are checked, and Pellet-Cladding Mechanical Interaction (PCMI) is shown to be one of the plausible potential threats. It is shown that PCMI could lead to discernible concentrated inelastic deformation in the overheated part of the cladding. None of the specific mechanisms considered can be experimentally or analytically identified as an only cause of the rod failure. However, according to the current calculation, a possibility of cladding failure by PCMI cannot be excluded if the crud thickness exceeded 300 ㎛.

• 콘크리트학회지
• /
• 제11권1호
• /
• pp.109-118
• /
• 1999

국내에서는 1988년부터 내진 규준이 시행되었으며, 따라서 그 이전에 지어진 저층 철근콘크리트 건물들은 내진 규준이 적용되지 않고 단지 축하중만을 고려하여 설계되었다. 그러므로 약한 지진이 발생하여도 이러한 건물들은 심한 피해를 입을 수 있다. 본 논문에서는, 내진 규준이 시행되기 이전에 지어진 비내진 저층 철근콘크리트 모멘트 저항 골조의 지진 발생시 거동과 피해를 알아보기 위하여, 실제 존재하는 비내진 건물 중 3층 철근콘크리트 라멘조 공공청사 건물의 외부 적합부를 교차보가 있는 것과 없는 것의 2종류를 1/2의 실물크기로 제작하고, 횡방향 변위 제어로 반복하중을 가하여 실험을 수행하였다. 비내진 접합부의 가장 큰 특징은 적합부내의 횡보강근이 없다는 것이다. 실험을 통하여 균열의 형태, 강도${\cdot}$강성의 저하, 에너지 소산 그리고 기둥과 보 부재의 철근 미끄러짐을 조사하였다. 국내에서 규정하고 있는 최대지반가속도인 0.12g크기의 횡방향 하중을 가력하였을 경우에는 균열이 발생하지 않았으나, 횡방향 하중을 0.12g이상으로 증가할수록 교차보가 없는 외부접합부에서 전단균열이 발생하였다.