• 한국환경과학회지
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• 제16권9호
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• pp.1019-1026
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• 2007

This study was performed in 30 selected apartments in Seoul, Asan and Daegu area which were constructed within 4 years and over 4 years, to measure the concentration of VOCs(benzene, toluene, xylene) from July, 2004 to September. Mean ratios of indoor to outdoor VOCs concentrations in the construction under 4 years were higher in 1 than average, I/O ratio of over 4 years were lower in 1. This was considered that the VOCs density influences indoor pollutant. For the indoor air quality estimation, the deposition constant and the source strength factor of toluene were $1.49{\pm}2.05\;hr^{-1}\;and\;36.95{\pm}52.26\;ppb/h$, respectively.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제17권10호
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• pp.2844-2861
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• 2023

Internet is the most prevailing word being used nowadays. Over the years, people are becoming more dependent on the internet as it makes their job easier. This became a part of everyone's life as a means of communication in almost every area like financial transactions, education, and personal-health operations. A lot of data is being converted to digital and made online. Many researchers have proposed different authentication factors - biometric and/or non-biometric authentication factors - as the first line of defense to secure online data. Among all those factors, passwords and passphrases are being used by many users around the world. However, the usability of these factors is low. Also, the passwords are easily susceptible to brute force and dictionary attacks. This paper proposes the generation of a novel passcode from the hybrid authentication factor - sound. The proposed passcode is evaluated for its strength to resist brute-force and dictionary attacks using the Shannon entropy and Passcode (or password) entropy formulae. Also, the passcode is evaluated for its usability. The entropy value of the proposed is 658.2. This is higher than that of other authentication factors. Like, for a 6-digit pin - the entropy value was 13.2, 101.4 for Password with Passphrase combined with Keystroke dynamics and 193 for fingerprint, and 30 for voice biometrics. The proposed novel passcode is far much better than other authentication factors when compared with their corresponding strength and usability values.

• 한국농공학회논문집
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• 제57권5호
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• pp.19-27
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• 2015

The results of Saemangeum seadike field inspection and material testing of armor stones in order to analyze causes of abrasion according to material characteristics of seaside armor stones in Saemangeum seadike are in the following: 1. The armor stones in Saemangeum seadike have been constructed by using internal stones (mainly, sinsi stones) and external stones, which had less strength (77.3 %) and more abrasion rate (133.3 %) compared with sinsi stones. 2. The compressive strength and abrasion rate were compared between ordinary wave section and high wave section for the purpose of analyzing the influence of waves. In compressive strength, sinsi stones were 4.0 % stronger and external stones were 0.6 % stronger in ordinary wave section than those of high wave section in average. In the case of abrasion rate, sinsi stones were 3.0 % higher and external stones were 8.2 % higher in the high wave section than those in the ordinary section. 3. The result of comparing compressive strength according to a zone is that the compressive strength in the Intertidal area was less strong in most of the zones. 4. Considering that deviated stones are moving around over the surface of armor stones in situ, it is important to compare material characteristics. So the comparison test about this factor showed that deviated sinsi stones were stronger than armor stones in situ in terms of compressive strength and resistance to abrasion. Based on these results, abraded armor stones may have resulted from their durability. Therefore it is assumed that armor stones are likely to be abraded when deviated stones which are more durable are moving around over armor stones which are less durable.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.5-8
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• 2006

In this study, various fundamental experiments including durability and time-dependent deformation are performed to compile a database for a utilization of high-strength concrete for PSC bridges. In the mix design, concrete strength at early age when prestressing forces are introduced to the PSC member and slumpflow suitable for pumping of concrete are considered to make a concrete fit for PSC bridges. The main parameters investigated are the kinds and replacement ratios of mineral admixtures and low-heat cement. Experimental tests on durability include penetration of chloride ions, freezing-thawing, combined deterioration, and simple adiabatic temperature rise test. In addition, time-dependent deformation such as creep, drying and autogenous shrinkage, which is particularly important factor in the design and construction of PSC bridges, is tested and analyzed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1073-1078
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• 2000

This study is to investigate the effect of construction element such as the number of CFS ply, curing temperature, splice length and curing periods on the mechanical properties of Carbon Fiber Sheet (CFS). Through the tensile tests of CFS specimens, it can be said that the reduction factor stemmed from the number of CFS ply must be considered in the calculation of the design tensile strength of CFS. Also, the minimum splice length of CFS and curing period in $20^{\circ}C$ to satisfy the standard tension strength of CFS are over 5cm and after 3days, respectively. The measuring error of epoxy resin have no effect to tension strength of CFS until $\pm$20% error.

• 한국포장학회지
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• 제12권2호
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• pp.103-108
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• 2006

In order to determine safety factor of corrugated fiberboard boxes for agricultural products, relationship with effect of relative humidity and structure of box types must be defined. The results obtained from the study were summarized as follows; 1. Results show a detrimental effect on bursting strength of corrugated boards with increasing relative humidity of environment. 2. Compression strength of corrugated boards were decreased rapidly after the relative humidity was over 70 percent. 3. Compression strength of corrugated board boxes were greatly depending on the box types. Folder type showed the best performance at higher humidity environment while bliss type was the worst. 4. Further studies are needed in order to expect box compression strength in real distribution environment.

• 콘크리트학회논문집
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• 제20권6호
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• pp.721-729
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• 2008

본 연구는 조기강도 발현용 콘크리트의 유동특성 및 강도특성을 비롯한 공학적 특성을 알아보기 위한 것으로서 실내배합시험에서 각 실험 요인 및 수준을 설정하여 검토한 결과 시멘트의 경우 OPC보다 CHC와 HESPC가 우수한 품질 성능을 나타냈으며, PNS계 혼화제보다 PC계 혼화제가 경시변화 및 조기강도 발현 측면에서 우수하게 나타났다. 또한, 양생 온도에 따라 많은 차이를 나타냈는데, 양생온도 $12^{\circ}C$ 이하의 온도에서는 조기강도 발현에 상당한 취약성을 나타냈으며 콘크리트 종결 직후의 양생온도에 의해 조기강도 발현에 상당한 차이가 있는 것으로 나타났다. 5 MPa/18 hr의 강도 요구조건을 만족하기 위해서 OPC는 최소 $17^{\circ}C$ 이상, CHC는 $14^{\circ}C$ 이상, HESPC는 $11^{\circ}C$ 이상의 양생온도가 필요한 것으로 나타났다. 한편, 물-시멘트비에 따른 강도특성은 물-시멘트비가 낮을수록 우수한 강도발현을 보였다. 본 연구의 결과를 바탕으로 건설현장에서 활용된다면 조기강도를 앞당김으로써 공사기간 단축에 의한 공사원가 절감으로 경제적인 시공이 가능할 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제82권1호
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• pp.55-67
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• 2022

The precast reinforced concrete frame system is a method for industrialization of construction. However, the seismic performance factor of this structural system is not explicitly clarified in some existing building codes. In this paper, the seismic performance factor for the existing precast concrete building frame systems with cast-in-situ reinforced shear walls were evaluated. Nonlinear behavior of the precast beam-column joints and cast-in-situ reinforced shear walls were considered in the modeling of the structures. The ATC-19's coefficient method was used for calculating the seismic performance factor and the FEMA P-695's approach was adopted for evaluating the accuracy of the computed seismic performance factor. The results showed that the over-strength factor varies from 2 to 2.63 and the seismic performance factor (R factor) varies from 5.1 to 8.95 concerning the height of the structure. Also, it was proved that all of the examined buildings have adequate safety against the collapse at the MCE level of earthquake, so the validity of R factors was confirmed. The obtained incremental dynamic analysis (IDA) results indicated that the minimum adjusted collapse margin ratio (ACMR) of the precast buildings representing the seismic vulnerability of the structures approximately equaled to 2.7, and pass the requirements of FEMA P-695.

• 한국산학기술학회논문지
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• 제21권11호
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• pp.233-238
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• 2020

최근 우주 항공 분야 발전으로 인해 NBR에 대한 관심이 높아지고 있으나, HNBR의 항공용 윤활유 관련 연구는 많지 않고, 특히 가혹인자들에 대한 가속수명 평가는 그렇게 많이 보고되지 않고 있다. 본 연구에서는 항공분야에 사용되는 HNBR(Hydrogenated Acrylonitrile Butadiene Rubber) 제품의 가속수명을 평가하기 위해 성능평가 인자로 인장강도를 채택하고, 성능 노화특성에 영향을 미치는 가속 스트레스 인자를 온도로 정의했다. 가속 스트레스 인자는 온도(60 ℃, 80 ℃, 100 ℃)로 정하여 시간(0 ~ 720시간)에 따른 인장강도 변화를 측정한 결과값으로 결정했다. 가속 조건은 일정 기간 동안 노화된 시편을 오븐에서 꺼내어 24시간 상온에서 방치한 후, 시험편을 KS M 6518에 명시된 기준에 따라 아령형 3호 시편을 제작하여 가속수명 평가의 한 요소인 인장강도를 측정하였다. 아레니우스 모델을 이용하여 얻어진 활성화 에너지 값은 0.895임을 알 수 있고, 형상모수는 1.152이었으며, 20℃에서 항공용 오일에 침지한 HNBR 시편의 인장강도로부터 얻어진 특성수명은 272,256시간, 평균수명(MTTF)는 258,965시간, B10 수명은 38,624시간이었다.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.794-799
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• 2009

The temperature control of in-place concrete is the most important factor for an early age of curing concrete. Heat stress of mass concrete caused by the heat of hydration can induce the crack of concrete, and a frost damage from cold weather casting concrete results defect on compressive strength and degradation of durability. Therefore, success and failure of concrete work is dependant on the measurement and control of concrete temperature. In addition, the compressive strength assessment of in-place concrete obtained from the maturity calculated from the history of temperature make a reduction of construction cycle time, possible. For that purpose, wireless temperature measuring system was developed to control temperature and assess strength of concrete. And, it was possible to monitor the temperature of concrete over 1km apart from site office and to take a proper measure; mesh-type network was developed for wireless sensor. Furthermore, curing control system that contains the program capable to calculate the maturity of concrete from the history of temperature and to assess the compressive strength of concrete was established. In this study, organization and practical method of developed curing control system are presented; base on in-place application case.