• 한국공간구조학회논문집
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• 제19권2호
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• pp.73-81
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• 2019

The high-temperature properties of mild steels were studied by comparing the test results of Kwon and the yield strength, tangent modulus predicted by the design provisions of ASCE and Eurocode(EC3). The column strengths for steel members at high temperatures were determined by the elastic and inelastic buckling strengths according to elevated temperatures. The material properties at high temperatures should be used in the strength evaluations of high temperature members. The buckling strengths obtained from the AISC, EC3 and approximate formula proposed by Takagi et al. were compared with ones calculated by the material nonlinear analysis using the EC3 material model. The newly simplified formulas for yield stress, tangent modulus, proportional limit and buckling strength which were proposed through a comparative study of the material properties and buckling strengths. The buckling strengths of proposed formulas were approximately equivalent to ones obtained from the formulas of Takagi et al. within 4%. They were corresponded to the lower bound values among the buckling strengths calculated by the design formulas and inelastic buckling analysis.

• Geomechanics and Engineering
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• 제35권2호
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• pp.149-163
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• 2023

This paper presents stability evaluation of unlined tunnels with semi-circular arch and straight sides (SASS) driven in non-homogeneous and anisotropic undrained clay. Numerical analysis has been conducted based on lower bound finite element limit analysis with second order cone programming under plane strain condition. The solutions will be used for the assessment of stability of unlined semi-circular arch tunnels and tunnels in which semi-circular roof is supported over rectangular/square sections. The stability charts have been generated in terms of a non-dimensional factor considering linear variation in undrained anisotropic strength for normally consolidated and lightly over consolidated clay with depth, and constant undrained anisotropic strength for heavily over-consolidated clay across the depth. The effect of normalized surcharge pressure on ground surface, non-homogeneity and anisotropy of clay, tunnel cover to width ratio and height to width ratio of tunnel on the stability factor and associated zone of shear failure at yielding have been examined and discussed. The geometry of tunnel in terms of shape and size, and non-homogeneity and anisotropy in undrained strength of clay has been observed to influence significantly the stability of unlined SASS tunnels.

• Geomechanics and Engineering
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• 제8권3호
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• pp.461-476
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• 2015

Rankine's theory of earth pressure cannot be directly employed to c-${\phi}$ soils backfill with a sloping ground subjected to complex loadings. In this paper, an analytical solution for active earth pressures on retaining structures of cohesive backfill with an inclined surface subjected to surcharge, pore water pressure and seismic loadings, are derived on the basis of the lower-bound theorem of limit analysis combined with Rankine's earth pressure theory and the Mohr-Coulomb yield criterion. The generalized active earth pressure coefficients (dimensionless total active thrusts) are presented for use in comprehensive design charts which eliminate the need for tedious and cumbersome graphical diagram process. Charts are developed for rigid earth retaining structures under complex environmental loadings such as the surcharge, pore water pressure and seismic inertia force. An example is presented to illustrate the practical application for the proposed coefficient charts.

• Bulletin of the Korean Chemical Society
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• 제23권8호
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• pp.1139-1143
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• 2002

Analysis of lysophosphatidic acids (LPAs) is of clinical importance as they can serve a potential marker for ovarian and other gynecological cancers and obesity. It is critically important to develop a highly sensitive and specific method for the early detection of gynecological cancers to improve the overall outcome of this disease. We have established a novel quantification method of LPAs in human plasma by negative ionization tandem mass spectrometry (MS-MS) using multiple reaction monitoring (MRM) mode without the conventional TLC step. Protein-bound lipids, LPAs in plasma were extracted with methanol : chloroform (2:1) containing LPA C14:0 as an internal standard under acidic condition. Following back extraction with chloroform and water, the centrifuged lower phase was evaporated and reconstituted in methanol. The reconstituted solution was directly injected into electrospray source of MS/MS. For MRM mode, Q1 ions selected were m/z 409, 433, 435, 437 and 457 which corresponds to molecular mass [M-H]- of C16:0, C18:2, C18:1, C18:0 and C20:4 LPA, respectively. Q2 ions selected for MRM were m/z 79, phosphoryl product. Using MS/MS with MRM mode, all the species of LPAs were completely separated from plasma matrix without severe interferences. This method allowed simultaneous detection and quantification of different species of LPAs in a plasma over a linear dynamic range of 0.01-25 ㎛olL-1 . The detection limit of the method was 0.3 pmol/mL, with a correlation coefficient of 0.9983 in most LPAs analyzed. When applied to the plasmas of normal and gynecological cancer patients, this new method differentiated two different groups by way of total LPA level.

• 대한토목학회논문집
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• 제26권4A호
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• pp.647-657
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• 2006

허용응력설계법과 극한한계 상태 설계법에 근거한 케이블과 보강형을 갖는 PSC 사장교의 예를 통해서 통계학적 확률분포를 고려한 확률론적인 위험성을 평가하였다. 사용성 한계상태 및 극한 한계상태에서의 케이블요소의 파괴확률과 거더의 최대 정모멘트. 부모멘트 발생단면, 그리고 최대전단력의 작용단면에서 각각의 요소 파괴 확률을 설계변수의 응답면에서 검토하였다. 응답면 기법(RSM)은 복잡한 다자유도 구조물에서 MCS를 사용하여 얻을 수 없는 상대적으로 매우 작은 파괴 확률값을 얻기 위해 사용이 가능할 뿐만 아니라, FOSM으로 쉽게 얻을 수 없는 한계상태방정식의 미분형태에도 성공적으로 적용이 가능 하다. 케이블과 보강형으로 구성된 병렬저항구조를 시스템 해석을 위해 각각 직렬구조로 연결하여 전체구조물의 체계신뢰성을 평가하고, 제안된 붕괴모드조합 예측값과 비교분석하였다. 제안된 붕괴모드의 조합에 의한 파괴확률검토는 조건부 파괴에 대한 동일한 발생확률을 구하며, 순열방법보다 개선된 시간비용과 효율성을 제공하며, 상하한계파괴확률을 구하는 체계 신뢰성해석에서 검토되지 않는 요소파괴의 조합에 의한 시스템의 위험성 검토를 제공한다.

• 한국환경보건학회지
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• 제39권5호
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• pp.408-417
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• 2013

Objectives: Phthalates are used as plasticizers in polyvinyl chloride (PVC) plastics. As phthalate plasticizers are not chemically bound to the PVC, they can leach, migrate or evaporate into indoor air and atmosphere, foodstuffs, other materials, etc. Therefore, humans are exposed through ingestion, inhalation, and dermal exposure over their entire lifetime, including during intrauterine development. In particular, university students have a great number of opportunities to contact products including phthalates during campus life (food packaging, body care products, cosmetic, lotions, aftershave, perfume etc.). The purpose of this study was to examine levels of phthalate exposure as undergraduate students begin to use pharmaceuticals and personal care products including phthalates. Methods: Phthalate metabolites, mono-ethyl phthalate (MEP), mono-n-butyl phthalate (MnBP), mono-isobutyl phthalate (MiBP), mono-2- ethylhexyl phthalate (MEHP), {(mono-(2-ethyl-5-hydroxyhexyl) phthalate (MEHHP}, and mono-(2-ethlyl-5-oxohexyl) phthalate (MEOHP} were examined. 80 urine samples collected from university students were analyzed using LC/MS/MS(API 4000, Applied Bioscience) with on-line enrichment and columnswitching techniques. This study was carried out at Y university located in Gyonggi Province from 2008 to 2011. Results: The detection limit of phthalate metabolites were 0.03 ng/mL for MEP, 0.11 ng/mL for MnBP, 0.08 ng/mL for MiBP, 0.93 ng/mL for MEHP, 0.19 ng/mL for MEOHP and 0.16ng/mL for MEHHP. MnBP showed the highest urinary levels (median: 31.6 ug/L, 24.8 ug/g creatinine (cr)). Concentrations were also high for MEHHP (median: 24.1 ug/L, 19.0 ug/g cr), followed by MEOHP (median: 22.8 ug/L, 17.9 ug/g cr). In individual cases, the maximum level reached up to 348 ug/L, and 291 ug/g cr, respectively. The urinary and creatinine adjusted levels of MEP were lower than those for DBP and DEHP metabolites, but were higher in 95th percentiles. As a result, the mean daily DEP intake value was 2.3 ${\mu}g/kg$ bw/day, 3.5 ${\mu}g/kg$ bw/day for DEHP and 4.9 ${\mu}g/kg$ bw/day for DBP. Conclusion: These students' phthalate exposure levels were below the international safe level set by the EU, but higher than the 2012 KFDA survey of the age group from 3 to 18.

• 한국해양학회지:바다
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• 제13권1호
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• pp.42-55
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• 2008

금강하구 연안역에서 HF radar로 측정한 유속의 정확도를 평가하기 위해 HF radar의 마주보는 radial 유속들을 비교하고, HF radar로 측정한 유속을 현장측정 유속과 비교하였다. 비교 자료들에 대한 회귀선과 편차는 주성분 분석(Principal Component Analysis)으로 구하였다. HF radar site를 연결하는 선의 중간지점에서 마주보는 radial vector를 비교하였을 때 RMS 편차는 동계에 4.4 cm/s, 하계에 5.4 cm/s이었다. HF radar와 유속계로 측정한 유속성분을 비교하여 분석된 RMS 편차에서 GDOP(Geometric Dilution of Precision) 효과를 제거하였을 때 HF radar의 합성 속도 측정오차는 GDOP 값이 적절한 정점들에서 5.1 cm/s 이내였다. 서로 다른 두 방법에 의해 구해진 이 결과는 연구해역에서 HF radar로 측정된 유속의 정확도 하한이 5.4 cm/s임을 제시한다. 기존의 연구에서와 같이 RMS 편차는 섬 주변에 있는 관측점에서 크게 되고, 두 radar에서 평균거리가 멀어질수록 신호 대 잡음수준과 radial vector 교차각의 감소로 인해 증가하였다. GDOP 값을 이용한 오차분리 과정에서 속도성분별 GDOP 값이 유사하고 비교 유속의 성분별 RMS 편차도 비슷한 값을 보이는 경우 HF radar 유속의 오차가 불확실한 값으로 도출될 수도 있음이 밝혀졌다. GDOP가 정상적인 radar 관측 범위 내에 있는 정점에서 측정된 유속을 조류와 해류로 분리하였을 때 HF radar 유속에서 구해진 조류타원의 특성은 유속계로 측정된 타원특성과 잘 부합하였고, 해류의 시간적 변화는 바람과 밀도장의 외력에 의한 물리적 과정을 반영하는 반응을 보였다.