• 제목/요약/키워드: pseudo-dynamic

검색결과 286건 처리시간 0.032초

기반암의 전단파속도를 고려한 지진파의 통과시차가 건물의 지진거동에 미치는 영향 (Wave Passage Effect on the Seismic Response of a Building considering Bedrock Shear Wave Velocity)

  • 김용석
    • 한국지진공학회논문집
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    • 제18권2호
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    • pp.89-94
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    • 2014
  • Spatial variations of a seismic wave are mainly wave passage and wave scattering. Wave passage effect is produced by changed characteristics of exciting seismic input motions applied to the bedrock. Modified input motions travel horizontally with time differences determined by apparent shear wave velocity of the bedrock. In this study, wave passage effect on the seismic response of a structure-soil system is investigated by modifying the finite element software of P3DASS (Pseudo 3-Dimensional Dynamic Analysis of a Structure-soil System) to apply inconsistent (time-delayed) seismic input motions along the soft soil-bedrock interface. Study results show that foundation size affected on the seismic response of a structure excited with inconsistent input motions in the lower period range below 0.5 seconds, and seismic responses of a structure were decreased considerably in the lower period range around 0.05 seconds due to the wave passage. Also, shear wave velocity of the bedrock affected on the seismic response of a structure in the lower period range below 0.3 seconds, with significant reduction of the seismic response for smaller shear wave velocity of the bedrock reaching approximately 20% for an apparent shear wave velocity of 1000m/s at a period of 0.05 seconds. Finally, it is concluded that wave passage effect reduces the seismic response of a structure in the lower period range when the bedrock under a soft soil is soft or the bedrock is located very deeply, and wave passage is beneficial for the seismic design of a short period structure like a nuclear container building or a stiff low-rise building.

Laboratory Experiments for the Force and Load with Pseudo-Dynamic Test: Ex-vivo Study for the Manual Therapy

  • Choi, Wansuk;Choi, Taeseok;Heo, Seoyoon;Lee, Wooram
    • 국제물리치료학회지
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    • 제10권4호
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    • pp.1889-1896
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    • 2019
  • Background: Because of the lack of accurate values for applied forces in manual therapy, manual therapists relies on the magnitude of the individual's perception during applying the force. However, excessive loading maneuvers carry risks for patients. Objective: To establish the relationship between the maximal force applied to swine skin with the specific region, sex, and baseline parameters of the subject. Design: Ex-vivo Study and laboratory Experimental research Methods: 3.5 kg of Korean pork sirloin that is a piece of swine was handled and it was set 3 dimensions; #A; #B; #C. Forty-seven participants who has no experience in physical therapy randomly carried out the experiment, indicated to push each place of the pressure spots with same posture and process under supervision from the instructor who has over 15 years of manual therapy, and we measured the pressure force in each time. Results: The biggest pressure force was recorded in spot #A, and #B was represented after #C. Pressure on #A showed certain statistic relation with height (r=.317, p<.05) and weight (r=.434, p<.01); pressure on #B showed certain relation which has statistical meaning with only height (r=.401, p<.01); pressure on #C emerged to have statistic relationship with height (r=.308, p<.05)and weight (r=.428, p<.01). The age aspect revealed relation with pressure on #A, #B and #C, but that was not statistically significant. Conclusions: It can be inferred that there is the most loss of pressure in the area where cartilage is like an island in the middle.

Hydrogels with diffusion-facilitated porous network for improved adsorption performance

  • Pei, Yan-yan;Guo, Dong-mei;An, Qing-da;Xiao, Zuo-yi;Zhai, Shang-ru;Zhai, Bin
    • Korean Journal of Chemical Engineering
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    • 제35권12호
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    • pp.2384-2393
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    • 2018
  • Porous alginate-based hydrogel beads (porous ABH) have been prepared through a facile and sustainable template-assisted method using nano-calcium carbonate and nano-$CaCO_3$ as pore-directing agent for the efficient capture of methylene blue (MB). The materials were characterized by various techniques. The sorption capacities of ABH towards MB were compared with pure sodium alginate (ABH-1:0) in batch and fixed-bed column adsorption studies. The obtained adsorbent (ABH-1:3) has a higher BET surface area and a smaller average pore diameter. The maximum adsorption capacity of ABH-1:3 obtained from Langmuir model was as high as $1,426.0mg\;g^{-1}$. The kinetics strictly followed pseudo-second order rate equation and the adsorption reaction was effectively facilitated, approximately 50 minutes to achieve adsorption equilibrium, which was significantly shorter than that of ABH-1:0. The thermodynamic parameters revealed that the adsorption was spontaneous and exothermic. Thomas model fitted well with the breakthrough curves and could describe the dynamic behavior of the column. More significantly, the uptake capacity of ABH-1:3 was still higher than 75% of the maximum adsorption capacity even after ten cycles, indicating that this novel adsorbent can be a promising adsorptive material for removal of MB from aqueous solution under batch and continuous systems.

Stochastic response of suspension bridges for various spatial variability models

  • Adanur, Suleyman;Altunisik, Ahmet C.;Soyluk, Kurtulus;Dumanoglu, A. Aydin
    • Steel and Composite Structures
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    • 제22권5호
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    • pp.1001-1018
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    • 2016
  • The purpose of this paper is to compare the structural responses obtained from the stochastic analysis of a suspension bridge subjected to uniform and partially correlated seismic ground motions, using different spatial correlation functions commonly used in the earthquake engineering. The spatial correlation function employed in this study consists of a term that characterizes the loss of coherency. To account for the spatial variability of ground motions, the widely used four loss of coherency models in the literature has been taken into account in this study. Because each of these models has its own characteristics, it is intended to determine the sensitivity of a suspension bridge due to these losses of coherency models which represent the spatial variability of ground motions. Bosporus Suspension Bridge connects Europe to Asia in Istanbul is selected as a numerical example. The bridge has steel towers that are flexible, inclined hangers and a steel box-deck of 1074 m main span, with side spans of 231 and 255 m on the European and Asian sides, respectively. For the ground motion the filtered white noise model is considered and applied in the vertical direction, the intensity parameter of this model is obtained by using the S16E component of Pacoima Dam record of 1971 San Fernando earthquake. An analytically simple model called as filtered white noise ground motion model is chosen to represent the earthquake ground motion. When compared with the uniform ground motion case, the results obtained from the spatial variability models with partial correlation outline the necessity to include the spatial variability of ground motions in the stochastic dynamic analysis of suspension bridges. It is observed that while the largest response values are obtained for the model proposed by Harichandran and Vanmarcke, the model proposed by Uscinski produces the smallest responses among the considered partially correlated ground motion models. The response values obtained from the uniform ground motion case are usually smaller than those of the responses obtained from the partially correlated ground motion cases. While the response values at the flexible parts of the bridge are totally dominated by the dynamic component, the pseudo-static component also has significant contributions for the response values at the rigid parts of the bridge. The results also show the consistency of the spatial variability models, which have different characteristics, considered in this study.

Glass Dissolution Rates From MCC-1 and Flow-Through Tests

  • Jeong, Seung-Young
    • 한국방사성폐기물학회:학술대회논문집
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    • 한국방사성폐기물학회 2004년도 학술논문집
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    • pp.257-258
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    • 2004
  • The dose from radionuclides released from high-level radioactive waste (HLW) glasses as they corrode must be taken into account when assessing the performance of a disposal system. In the performance assessment (PA) calculations conducted for the proposed Yucca Mountain, Nevada, disposal system, the release of radionuclides is conservatively assumed to occur at the same rate the glass matrix dissolves. A simple model was developed to calculate the glass dissolution rate of HLW glasses in these PA calculations [1]. For the PA calculations that were conducted for Site Recommendation, it was necessary to identify ranges of parameter values that bounded the dissolution rates of the wide range of HLW glass compositions that will be disposed. The values and ranges of the model parameters for the pH and temperature dependencies were extracted from the results of SPFT, static leach tests, and Soxhlet tests available in the literature. Static leach tests were conducted with a range of glass compositions to measure values for the glass composition parameter. The glass dissolution rate depends on temperature, pH, and the compositions of the glass and solution, The dissolution rate is calculated using Eq. 1: $rate{\;}={\;}k_{o}10^{(ph){\eta})}{\cdot}e^{(-Ea/RT)}{\cdot}(1-Q/K){\;}+{\;}k_{long}$ where $k_{0},\;{\eta}$ and Eaare the parameters for glass composition, pH, $\eta$ and temperature dependence, respectively, and R is the gas constant. The term (1-Q/K) is the affinity term, where Q is the ion activity product of the solution and K is the pseudo-equilibrium constant for the glass. Values of the parameters $k_{0},\;{\eta}\;and\;E_{a}$ are the parameters for glass composition, pH, and temperature dependence, respectively, and R is the gas constant. The term (1-Q/C) is the affinity term, where Q is the ion activity product of the solution and K is the pseudo-equilibrium constant for the glass. Values of the parameters $k_0$, and Ea are determined under test conditions where the value of Q is maintained near zero, so that the value of the affinity term remains near 1. The dissolution rate under conditions in which the value of the affinity term is near 1 is referred to as the forward rate. This is the highest dissolution rate that can occur at a particular pH and temperature. The value of the parameter K is determined from experiments in which the value of the ion activity product approaches the value of K. This results in a decrease in the value of the affinity term and the dissolution rate. The highly dilute solutions required to measure the forward rate and extract values for $k_0$, $\eta$, and Ea can be maintained by conducting dynamic tests in which the test solution is removed from the reaction cell and replaced with fresh solution. In the single-pass flow-through (PFT) test method, this is done by continuously pumping the test solution through the reaction cell. Alternatively, static tests can be conducted with sufficient solution volume that the solution concentrations of dissolved glass components do not increase significantly during the test. Both the SPFT and static tests can ve conducted for a wide range of pH values and temperatures. Both static and SPFt tests have short-comings. the SPFT test requires analysis of several solutions (typically 6-10) at each of several flow rates to determine the glass dissolution rate at each pH and temperature. As will be shown, the rate measured in an SPFt test depends on the solution flow rate. The solutions in static tests will eventually become concentrated enough to affect the dissolution rate. In both the SPFt and static test methods. a compromise is required between the need to minimize the effects of dissolved components on the dissolution rate and the need to attain solution concentrations that are high enough to analyze. In the paper, we compare the results of static leach tests and SPFT tests conducted with simple 5-component glass to confirm the equivalence of SPFT tests and static tests conducted with pH buffer solutions. Tests were conducted over the range pH values that are most relevant for waste glass disssolution in a disposal system. The glass and temperature used in the tests were selected to allow direct comparison with SPFT tests conducted previously. The ability to measure parameter values with more than one test method and an understanding of how the rate measured in each test is affected by various test parameters provides added confidence to the measured values. The dissolution rate of a simple 5-component glass was measured at pH values of 6.2, 8.3, and 9.6 and $70^{\circ}C$ using static tests and single-pass flow-through (SPFT) tests. Similar rates were measured with the two methods. However, the measured rates are about 10X higher than the rates measured previously for a glass having the same composition using an SPFT test method. Differences are attributed to effects of the solution flow rate on the glass dissolution reate and how the specific surface area of crushed glass is estimated. This comparison indicates the need to standardize the SPFT test procedure.

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자동요금징수시스템(ETCS) 표준화 연구(주파수방식을 중심으로) (A Study on the standardization of ETCS (Focused on RF))

  • 권한준;이기현;김용득
    • 한국ITS학회 논문지
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    • 제7권3호
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    • pp.62-73
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    • 2008
  • 본 논문에서는 능동방식의 870 nm 적외선 및 5.8 GHz 주파수 통합방식으로 운영되는 고속도로 자동 요금징수 시스템의 능동주파수방식에 대한 국내 표준 개선방안을 제시한 것으로 2007년말 전국에서 운영되고 있다. 본 표준 개선방안은 5.8 GHz 대역의 ITS전용 단거리 무선통신 표준 중 개방형 시스템간 상호접속 참조모델을 기준하여 OSI 1, 2, 7 계층 중 차량단말기와 노변장치간 다중접속을 위한 상호호환성을 제공하는 물리계층을 중심으로 실제 운영중인 시스템 개선방안을 도출하였다. 즉, 기존 표준에서 복사전력의 경우 전송거리에 따라 Class1 (10 m이내)과 Class2 (100 m 이내)로 구분하였으나 Class1 단일규격으로 2004년 정보통신부고시에 의거하여 운영되고 있고, 통신영역내의 입사전력 한계치의 경우 실제 운영중인 자동 요금징수시스템의 운영방안을 고려하여 측정 결과치를 표준에 반영하도록 하였다. 즉, 자동 요금징수 시스템 운영상 필요한 부분에 대해 사업자 시스템간의 호환성 및 안정성을 확보하기 위해서 복사전력, 통신영역에서의 입사전력, 의사응답의 표준개선을 제안하였다.

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활성탄에 의한 Acid Black과 Quinoline Yellow의 흡착특성 및 파라미터 (Adsorption Characteristics and Parameters of Acid Black and Quinoline Yellow by Activated Carbon)

  • 이경호;황은진;백우승;이종집;동종인
    • 청정기술
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    • 제26권3호
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    • pp.186-195
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    • 2020
  • 활성탄에 의한 Acid black(AB)과 Quinoline yellow(QY)의 등온흡착과 속도실험을 염료의 초기농도, 접촉 시간, 온도 및 pH를 흡착변수로 수행하여 등온흡착과 동력학적, 열역학적 파라미터에 대해 조사하였다. 흡착평형자료는 Freundlich 등온흡착식에 잘 맞았으며, 계산된 Freundlich 분리계수 값으로부터 활성탄이 AB와 QY를 효과적으로 제거할 수 있다는 것을 알았다. 속도실험 데이터는 흡착공정은 유사 이차 반응속도식이 오차율 10% 이내로 잘 맞았다. 입자 내 확산식에 대한 결과는 두단계의 직선으로 구분되었다. 입자내 확산을 나타내는 두 번째 직선의 기울기가 경계층 확산의 기울기보다 작아서 입자 내 확산이 속도지배단계인 것을 확인하였다. 열역학 실험으로부터 AB와 QY의 활성화 에너지는 각각 19.87 kJ mol-1, 14.17 kJ mol-1였고 물리흡착공정(5 ~ 40 kJ mol-1)에 해당하였다. 활성탄에 의한 AB와 QY의 흡착반응의 자유에너지 변화는 298 ~ 318 K 범위에서 모두 음의 수치를 나타냈기 때문에 흡착반응이 자발적이었으며 온도가 증가할수록 자유에너지 값이 감소하였기 때문에 자발성이 더 높아졌다. pH 변화실험 결과, 활성탄에 의한 AB와 QY는 해리하여 발생한 음이온의 영향으로 pH 3에서 가장 높은 흡착제거율을 나타냈으며, 흡착메카니즘은 정전기적 인력이었다.

성능요소를 반영한 광폭 침목형 아스팔트콘크리트 궤도 설계그래프 (Design Graphs for Asphalt Concrete Track with Wide Sleepers Using Performance Parameters)

  • 이성혁;임유진;송근우;조호진
    • 한국철도학회논문집
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    • 제19권3호
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    • pp.331-340
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    • 2016
  • 본 연구에서는 광폭 침목형 아스팔트콘크리트 궤도의 최적 도상 두께와 설계수명 결정을 위한 설계그래프를 개발하기 위하여, 주요 성능 파라미터로서 윤중 및 설계속도, 교통량 (MGT), 각층 재료 강성, 아스팔트콘크리트 도상 두께 등을 설정하였다. KTX 설계속도를 반영, 동적 할증계수를 고려한 준정적 윤중을 계산하고 이를 아스팔트콘크리트 궤도 상부에 재하시 아스팔트콘크리트 도상 하면에 발생하는 인장 변형률 및 흙노반 상면에서의 수직변형률을 ABAQUS프로그램을 활용하여 3차원 구조해석을 통해 산정하였다. 임의 성능 파라미터의 조합을 달리 구성하면서 임의 아스팔트콘크리트 궤도구조 단면에 대한 구조해석을 실시하였다. 계산된 아스팔트콘크리트 도상 하면 인장 변형률과 흙 노반상 수직 변형률을 손상이론에 적용하여 임의 궤도 단면구성과 성능 파라미터 조합 시에 기대할 수 있는 광폭 침목형 아스팔트콘크리트 궤도의 설계수명을 예측할 수 있는 설계그래프를 개발하였다. 이 설계그래프를 바탕으로 실무에서 간단히 설계 목적으로 활용할 수 있는 광폭 침목형 아스팔트콘크리트 궤도구조의 설계수명 50년에 대응하는 설계표를 개발하였다.

RC기둥의 내진성능평가를 위한 재료비선형 상사법칙 (Similitude Law on Material Non-linearity for Seismic Performance Evaluation of RC Columns)

  • 이도근;조재열
    • 콘크리트학회논문집
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    • 제22권3호
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    • pp.409-417
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    • 2010
  • 지진에 의한 사회기반 구조물의 손상은 대형참사를 유발할 가능성이 크므로, 적절한 내진성능평가가 이루어져야한다. 특히 지진하중 하에서 구조물의 거동은 상부 하중을 지탱하는 기둥의 거동에 지배되므로 기둥에 대한 해석 및 실험을 통한 내진성능평가는 가장 핵심적인 요소이다. 현재 내진성능평가 실험의 일환으로 준정적실험, 유사동적실험, 진동대실험 등이 대표적으로 수행되고 있으며 이러한 실험을 수행 시 시험체의 크기, 실험장비 성능의 한계, 경제적인 이유 등으로 원형 구조물을 대신하여 축소모형을 통해 실험을 수행하고 있다. 이러한 축소모형실험을 위해서는 적절한 상사법칙을 적용해야 하는데, 현재 일반적으로 적용되고 있는 상사법칙은 탄성범위 내에서 유도가 되어 있기 때문에 지진하중하 구조물의 비탄성 거동을 예측하는데 무리가 있다. 또한 마이크로콘크리트를 사용한 축소모형에 대해서는 필연적으로 재료특성에 있어서 원형재료와 축소모형재료 사이에 왜곡이 발생하여 결과의 신뢰성에 영향을 주게된다. 따라서 이 연구에서는 재료의 왜곡과 비탄성 거동을 고려하여 새로운 상사법칙을 제시하였다.

중력식(重力式) 고정해양구물(固定海洋構物)에 작용(作用)하는 파랑하중(波浪荷重)에 관한 연구(硏究) (Wave Load on Fixed Offshore Gravity Platform)

  • 김철;편종근
    • 대한토목학회논문집
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    • 제8권1호
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    • pp.87-95
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    • 1988
  • 극지(極地) 해역(海域)의 경우(境遇) 극심(極甚)한 환경(環境) 조건(條件)으로 인(因)하여 육중(肉重)한 중력식(重力式) 해양구조물(海洋構造物)이 제안(提案)되고 있는데 이와 같이 구조물(構造物)의 특성(特性)길이가 입사파(入射波)의 파장(波長)에 비(比)하여 무시(無視)할 수 없을 정도(程度)이면 선형(線形) 회절(廻折) 이론(理論)을 적용(適用)하여 구조물(構造物)에 작용(作用)하는 전(全) 파력(波力)을 계산(計算)하여 왔다. 그러나 구조해석(構造解析)과의 연계(連繫)를 고려(考慮)하면 수심별(水深別) 파력(波力)의 분포(分布)와 파랑압력(波浪壓力)의 분포(分布)가 요구(要求)되어지므로 기개발(旣開發)된 연직(鉛直) 축대칭(軸對稱) 물체(物體)에 작용(作用)하는 전파력계산(全波力計算) 프로그램을 일부(一部) 수정(修正)하였다. 압력(壓力)의 경우(境遇) 고정(固定) 원통(圓筒)에 대한 MacCamy-Fuchs의 해석적(解析的) 해(解)와 비교(比較)해본 결과(結果) Green함수(凾數)의 Fourier Mode, l값은 해석해(解析解)를 계산(計算)할 경우(境遇)는 6을 사용(使用)하고 수식해(數植解)를 계산(計算)할 경우(境遇)에는 5로 하여 계산(計算)하면 충분(充分)한 정확도(正確度)를 얻을 수 있었다. 이렇게 구한 파랑하중(波浪荷重) 자료(資料)들은 구조물(構造物)의 응사(凝似) 정적해석(靜的解析), 동적해석(動的解析) 및 피로해석시(疲勞解析時)에 사용(使用)되어 질 것이다.

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