• 정보보호뉴스
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• s.129
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• pp.6-6
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• 2008

지난 4월 국제 행사장이나 세미나 연단에서 자주 볼 수 있었던 KISA 황중연 원장이 지난 5월에는 두 차례 시상식에서 그 모습을 드러냈다. 지난 해 취임 후 줄곧 강조해 온 KISA 내부 혁신활동이 우수사례로 선정돼 수상으로 이어졌으며, 디지털 컨텐츠 분야에 기여한 공로도 이번에 인정받았다. KISA의 대내외적인 활동이 꾸준히 이어지고 있다는 반증이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.4
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• pp.2469-2475
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• 2014

In 1990s, with the increase of domestic building renovation but also increase the amount of anchor. The 45-degree cone failure theory has been used in concrete anchor bolts design, but the CCD (concrete capacity design) method was adopted as a new design method since 2000. However, the method has some problems because it is based on the experimental results of pre-installed concrete anchor bolts. In this study, the objective is to investigate the effects of anchor edge distance, anchor interval and concrete strength on pullout characteristics of post-installed concrete set anchor embedded in plain concrete.

• Journal of Korean Society of Steel Construction
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• v.12 no.4 s.47
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• pp.363-374
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• 2000

An accurate method is presented for vibrations of rhombic plates having three different combinations of clamped, simply supported, and free edge conditions. A specific feature here is that the analysis explicitly considers the moment singularities that occur in the two opposite corners having obtuse angles of the rhombic plates. Stationary conditions of single-field Lagrangian functional are derived using the Ritz method. Convergence studies of frequencies show that the corner functions accelerate the convergence rate of solutions. In this paper, accurate frequencies and normalized contours of the vibratory transverse displacement are presented for highly skewed rhombic plates, so that a significant effect of corner stress singularities nay be understood.

• Journal of Korean Society of Steel Construction
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• v.17 no.3 s.76
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• pp.271-283
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• 2005

This paper concerns the prediction of shear capacity, as governed by steel failure and concrete breakout failure, of set anchors installed in plain concrete. For this purpose, the methods to evaluate the shear capacity of the set anchors in concrete are summarized and the experimental data are compared with capacities by the two present methods : the method of ACI349-90 and the Concrete Capacity Design (CCD) method. (1) The constant-0.684 in the steel strength equation of set anchor was determined from shear test data at the 5 percent fractile probability. Consequently, it was concluded that the constant-0.6 and 0.5 in the steel strength equation for steel failure of ACI318-02 and EOTA were safe. The nominal shear strength of set anchor was proposed as following. $V_s=0.684 A_{se}f_{ut}$. (2) The CCD method was considered reasonable in estimating the concrete breakout strength of set anchors. In terms of the CCD method, the nominal concrete breakout strength of set anchor in shear was provided as follows; $V_b=0.609(\frac{\iota}{d_o})^{0.2}\sqrt{d_0}\sqrt{f_c}(c_1)^{1.5}$(N). (3) The CCD method was considered reasonable in estimating the concrete breakout strength for spacing of set anchors. The proposed equation was considered safe in estimating the concrete breakout strength for spacing of set anchors.

• Journal of Conservation Science
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• v.34 no.2
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• pp.69-76
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• 2018

Lead-based pigments (Lead White, Massicot, and Red Lead) are known to cause discoloration easily in indoor air environments. This study was conducted to investigate the effect of representative indoor air environment factors ($O_2$, $CO_2$) on lead-based pigments. As a result of the experiment, almost all of the specimens showed changes of more than ${\Delta}E=5.0$ in their values of chromaticity under $O_2$ (99%, RH 99%) and $CO_2$ (36,000 ppm, RH 99%) environments. Scanning electron microscopy also showed that the pigment particles lose sharpness of the edge. Furthermore, under the degradation, the intensities of the characteristic peaks in the X-ray diffraction patterns were decreased, and Lead White, Massicot, and Red Lead exposed to $CO_2$ (36,000 ppm, RH 99%) were shown to include the new material cerussite ($PbCO_3$). In particular, Plattnerite ($PbO_2$) was identified on Massicot, and for white lead, the characteristic peaks disappeared and those of Cerussite were identified. It was confirmed that chemical change with discoloration can occur when these lead-based pigments are exposed to a high-humidity $CO_2$ environment.

• Economic and Environmental Geology
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• v.55 no.3
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• pp.281-293
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• 2022

We examined degradation characteristics of lead based pigments(white lead, Red lead, Litharge) according to atmospheric environmet condition, for example atmospheric gas(CO₂, NO₂) and soluble salt. Painted samples not changed material compositions but were occured the color change(𝚫E 4~31) after exposed UV irradiation. All sample were not affected by CO₂ gas not only color but chemical composition. However, samples were remakably changed color exposed NO₂ gas and it was formed secondary product like as lead nitrate. Such as red lead and white lead samples' color difference were 𝚫E 2 and 𝚫 10 respectively and became dark, along with litharge became bright and color difference was 𝚫E 5 after react with NO₂ gas. It confirm that NO₂ was influential factor than CO₂ in the case of same concentration. Furthermore salt spray test was taken to figure out soluble salt influence in fine dust. The result showed noticeable color change and secondary product was formed on samples' surface. The glue film peeled off or hole, and color changed around the secondary products. After salt spray, XRD pattern showed decrease peak intensity and lower crystalinity. As a result of salt spray test, white lead was formed new product litharge and litharge was formed litharge and minium. According to the results, influential atmospheric factors for conservation of paint pigments were UV, NO₂, soluble salt, and litharge was most weakness throughout lead base pigments.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2001.10a
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• pp.91-94
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• 2001

This paper presents the analytical investigation pertaining to the local buckling behavior of orthotropic channel section compression members stiffened with unsymmetric stiffeners at its free edges. In the analysis, tile edge stiffener is modeled as a beam element or a plate element. The result of both cases is presented in graphical form so that the effects of edge stiffeners on the local buckling strength of edge stiffened channel section member can be found.

• Proceedings of the KWS Conference
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• 2000.10a
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• pp.31-33
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• 2000

Welding processing is used in the various industrial fields such as shipbuilding, car, airplane and steel structure, etc.. But the welding process has a bad working condition and lack of skillful worker. The welding depended on man power causes low productivity and difficulty in keeping continuous and stable quality control. This paper shows the development results of welding mobile robot with the several functions such as continuous/intermittent welding, initial welding speed control, acceleration control, crater and deceleration speed control in welding end. The robot is developed based on microprocess which is intel 80c196kc.

• The Journal of Korean Medical History
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• v.14 no.2
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• pp.45-57
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• 2001

Started to get over the political difficulties, Juhee put his heart into solving the mystery of "I-Chingchamdonggye", and the final answer he got was right this. In his coordinate ideology system, he positioned "I-Chingchamdonggye", in other word Dan. No, actually he reconfirmed the uprightness of his ideology system through "I-Chingchamdonggye" and Dan. Justness of Juhee's scholarship which was accused to be false study is ascertained even in trifling Dan and the classics of Dan. The fruit seems to be "I-Chingchamdonggyegoi".

• Proceedings of the Korean Society For Composite Materials Conference
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• 2000.11a
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• pp.5-8
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• 2000

This paper presents the analytical investigation pertaining to the local buckling behavior of orthotropic open section thin-walled compression members with asymmetric edge stiffeners. In the analysis, 3 different cases of the second moment of inertia are considered to find the asymmetric edge stiffener effect on the local buckling strength. The analytical study results are presented in the graphical form so that the edge stiffener effects on the local buckling strength can be easily found.