• 제목/요약/키워드: Vertical Deformation

검색결과 623건 처리시간 0.026초

Seismic responses of hyperbolic cooling towers under horizontal and vertical earthquake

  • Zhang, Jun-Feng;Wang, Yuan-Hao;Li, Jie;Zhao, Lin
    • Earthquakes and Structures
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    • 제20권4호
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    • pp.405-415
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    • 2021
  • Following the dynamic property analysis and elaboration, linear response spectrum analysis (RSA) and response history analysis (RHA) were conducted on a representative hyperbolic cooling towers (HCT) in present study. The seismic responses in tower shell were illustrated in detail, including the internal force amplitude, modal contribution, influence from damping ratio, comparison of results got from RSA and RHA and especially the latitude distributions of internal forces. The results show that the eigenmodes could be classified in a new method into four types according to their mode shapes and only the lateral bending modes and vertical stretching modes are meaningful for horizontal and vertical earthquake correspondingly. The bending modes and seismic deformation display the same feature which is global lateral bending accompanied by minute circular flow displacement of section. This feature also decides the latitude distributions of internal forces as sine or cosine. Moreover, the following method is also proposed for approximate estimation of internal force amplitudes without time-consuming response history analysis: getting the response spectrums of the selected ground accelerations and then comparing values of response spectrums at the natural period of first lateral bending mode because it is always prime dominant for horizontal seismic responses.

Experimental study on the horizontal bearing characteristics of long-short-pile composite foundation

  • Chen-yu Lv;Yuan-cheng Guo;Yong-hui Li;An-di Hu-yan;Wen-min Yao
    • Geomechanics and Engineering
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    • 제33권4호
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    • pp.341-352
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    • 2023
  • Long-short pile composite foundations bear both vertical and horizontal loads in many engineering applications. This study used indoor model tests to determine the horizontal bearing mechanism of a composite foundation with long and short piles under horizontal loads. A custom experimental device was developed to prevent excessive eccentricity of the vertical loading device caused by the horizontal displacement. ABAQUS software was used to analyze the influence of the load size and cushion thickness on the horizontal bearing mechanism. The results reveal that a large vertical load leads to soil densification and increases the horizontal bearing capacity of the composite foundation. The magnitude of the horizontal displacement of the pile and the horizontal load borne by the pile are related to the piles' positions. Due to different pile lengths, the long piles exhibit long pile effects and experience bending deformation, whereas the short piles rotate around a point (0.2 L from the pile bottom) as the horizontal load increases. Selecting a larger cushion thickness significantly improves the horizontal load sharing capacity of the soil and reduces the horizontal displacement of the pile top.

강화노반 쇄석재료의 전단강도특성을 고려한 영구변형예측모델 개발 (Development of Permanent Deformation Prediction Model for Trackbed Foundation Materials based on Shear Strength Parameters)

  • 임유진;황정규;조호진
    • 한국철도학회논문집
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    • 제15권6호
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    • pp.623-630
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    • 2012
  • 궤도하부층의 지지강성을 확보하기 위하여 설치하는 강화노반은 통상 일정 입도분포의 쇄석재료로 구성된다. 이러한 강화노반은 통과톤수의 누증 즉, 과도한 열차하중이 반복적으로 가해질 경우 영구변형이 발생할 수 있으며 이러한 영구변형은 궤도틀림의 한 원인이 될 수 있다. 또한 강화노반 재료의 적정두께를 확정하기 위해서는 이러한 영구변형 특성을 파악하는 것이 중요하다. 본 연구에서는 국내 강화노반 재료로 사용될 가능성이 높은 M-40 쇄석재료를 선정하여 대형반복삼축시험을 실시하여 재료의 회복탄성 특성과 영구변형 특성을 분석하였다. 시험으로부터 임의 전단응력비 및 반복재하횟수에 따른 회복탄성계수 특성과 영구변형 발생특성을 분석하였으며 M-40 쇄석강화노반 재료의 영구변형에 영향을 미치는 인자(반복재하횟수, 구속압, 전단응력비, 탄성계수 등)를 함께 고려할 수 있는 영구변형 예측모델을 제시하였다.

알칼리 활성 슬래그 콘크리트의 시간의존적 변형에 관한 실험적 연구 (An Experimental Study on the Time-Dependent Deformation of the Alkali Activated Slag Concrete)

  • 이영준;권은희;박동천
    • 한국건축시공학회지
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    • 제15권5호
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    • pp.457-464
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    • 2015
  • 지속적으로 증가하고 있는 이산화탄소 배출량을 저감시키기 위한 국제사회의 노력과 더불어 건설업계, 특히 시멘트 산업에서 알칼리 활성화제를 첨가한 알칼리 활성 슬래그를 활용하고자 하는 연구가 다수 수행되고 있다. 연구결과로 알칼리 활성 슬래그 모르타르의 고강도화 가능성이 밝혀지면서 초고층 구조물에 대한 적용가능성이 검토되고 있다. 그러나 초고층 구조물의 부재로 사용되기 위해서는 시간의 존 변형 거동에 관한 연구가 중요함에도 불구하고 굉장히 미흡한 실정이다. 따라서 본 연구에서는 OPC와 AAS를 이용한 콘크리트 시험체를 제작하여 크리프와 건조수축을 측정하고 도출된 결과값을 ACI 209R-92, CEB-FIP(1990)의 예측모델을 이용한 비선형 회귀분석을 통해 시간의존 변형 특성을 분석하였다. 각각의 열분석 및 SEM촬영을 통해 변형 발생 메카니즘을 규명하고자 하였다.

Using a Refined SBAS Algorithm to Determine Surface Deformation in the Long Valley Caldera and Its Surroundings from 2003-2010

  • Lee, Won-Jin;Lu, Zhong;Jung, Hyung-Sup;Park, Sun-Cheon;Lee, Duk Kee
    • 대한원격탐사학회지
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    • 제34권1호
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    • pp.101-115
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    • 2018
  • The Long Valley area and its surroundings are part of a major volcano system where inflation occurred in the resurgent dome in the 1990s. We used ENVISAT data to monitor surface deformation of the Long Valley area and its surroundings after the inflation, from 2003-2010. To retrieve the time series of the deformation, we applied the refined Small BAseline Subset (SBAS) algorithm which is improved using an iterative approach to minimize unwrapping error. Moreover, ascending and descending data were used to decompose the horizontal and vertical deformation in detail. To confirm refined SBAS results, we used GPS dataset. The InSAR errors are estimated as ${\pm}1.0mm/yr$ and ${\pm}0.8mm/yr$ from ascending and descending tracks, respectively. Compare to the previous study of 1990s over the Long Valley and its surroundings, Paoha Island and CASA geothermal area still subside. The deformation pattern in the Long Valley area during the study period (2003-2010) went through both subsidence (2003-2007) and slow uplift(2007-2010) episodes. Our research also shows no deformation signal near McGee Creek. Our study provided a better understanding of the surface changes of the indicators in the 1990s and 2000s.

전단변형에 따른 쏘일네일의 전이길이 (Transfer Length of the Soil Nail Induced by the Shear Deformation)

  • 유민구;이상덕
    • 한국지반공학회논문집
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    • 제34권6호
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    • pp.61-73
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    • 2018
  • 쏘일네일 보강지반에 전단변형이 발생하면 쏘일네일 주변지반에는 수동토압이 유발되고, 전단변형의 증가는 주변지반의 토압 변화와 쏘일네일의 변형 및 부재력 변화를 야기한다. 본 연구에서는 대형 직접전단시험기를 이용하여 쏘일네일의 수직방향으로 전단변형을 유발하면서 쏘일네일의 전단거동을 실험적으로 분석하였으며, 수치해석을 통해 검증하였다. 전단면에서 이격된 쏘일네일의 정착부 길이(6D, 8D, 10D, 12D) 변화를 변수로 전단시험을 실시하였다. 연구결과, 전단변형의 지속적인 증가는 그라우트의 손상을 유발함을 확인하였으며, 정착부 길이변화에 따른 영향을 확인하였다. 모형시험과 수치해석을 통해 분석된 쏘일네일의 전이길이는 0.2~0.22m로 기존 연구에서 제시한 0.1m보다 크게 증가하였으며, 전단영역은 전단면에서 0.6m까지의 범위로 확인되었다.

MEASUREMENT OF NUCLEAR FUEL ROD DEFORMATION USING AN IMAGE PROCESSING TECHNIQUE

  • Cho, Jai-Wan;Choi, Young-Soo;Jeong, Kyung-Min;Shin, Jung-Cheol
    • Nuclear Engineering and Technology
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    • 제43권2호
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    • pp.133-140
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    • 2011
  • In this paper, a deformation measurement technology for nuclear fuel rods is proposed. The deformation measurement system includes a high-definition CMOS image sensor, a lens, a semiconductor laser line beam marker, and optical and mechanical accessories. The basic idea of the proposed deformation measurement system is to illuminate the outer surface of a fuel rod with a collimated laser line beam at an angle of 45 degrees or higher. For this method, it is assumed that a nuclear fuel rod and the optical axis of the image sensor for observing the rod are vertically composed. The relative motion of the fuel rod in the horizontal direction causes the illuminated laser line beam to move vertically along the surface of the fuel rod. The resulting change of the laser line beam position on the surface of the fuel rod is imaged as a parabolic beam in the high-definition CMOS image sensor. An ellipse model is then extracted from the parabolic beam pattern. The center coordinates of the ellipse model are taken as the feature of the deformed fuel rod. The vertical offset of the feature point of the nuclear fuel rod is derived based on the displacement of the offset in the horizontal direction. Based on the experimental results for a nuclear fuel rod sample with a formation of surface crud, an inspection resolution of 50 ${\mu}m$ is achieved using the proposed method. In terms of the degree of precision, this inspection resolution is an improvement of more than 300% from a 150 ${\mu}m$ resolution, which is the conventional measurement criteria required for the deformation of neutron irradiated fuel rods.

한국 남동부 청주시 불국사단층선 북부의 활단층지형 (The Active Fault Topography of the Northern Partof the Bulguksa Fault System in Kyungju City, Southeastern Korea)

  • 윤순옥;황상일
    • 대한지리학회지
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    • 제34권3호
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    • pp.231-246
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    • 1999
  • The geomorphic deformation of the alluvial fans by tectonic movement was investigated along the lineaments of the northern part of the Bulguksa fault system. Based on the aerial photographs interpretation and field surveys Bulguksa fault system was identified as an active reverse fault which has displaced the Quaternary fan deposits. Bulguksa fault system strikes for the direction of NW-SE and N-S. These two lineaments of active fault are crossing at Jinty village in Kyungju city and the fault plane forms here almost vertical dip. Thelateral pressures from the two directions have possibly influenced on the formation of the vertical dip at Jinty village. It should be resulted from that the two pressures responsible for the active reverse fault at which the one with the NW-SE strike thrusts the hanging wall of Tohamsan block southwestward and the other pressure with the N-S jstrike thrusts it westwrd over the foot wall of the fan deposits. The marine oxygen isotope stage 8(0.30-0.25 Ma. BP) and stage 6(0.20-0.14 Ma. BP) are presumed to be the ages of high and middle surfaces of the alluvial fan, repectively. The vertical dispiacements on the high surface along the Bulguksa fault system are about 10.5m at Ha-dong, 9.5-10.5m at Jinhyun-dong, and about 10m at Jinty village. And the vertical displacement on the middle surface was measured about 6m high at Ha-dong. The average slip rate of vertical displacements is calculated about 0.03-0.043mm/y.

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DEM 모델을 이용한 평판재하시험의 토양 수직응력 해석 (Soil Stress Analysis Using Discrete Element Method for Plate-Sinkage Tests)

  • 장기찬;이수진;이규진
    • 한국CDE학회논문집
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    • 제20권3호
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    • pp.230-237
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    • 2015
  • Soil deformation on the off-load ground is significantly affected by soil conditions, such as soil type, water content, and etc. Thus, the soil characteristics should be estimated for predicting vehicle movements on the off-load conditions. The plate-sinkage test, a widely-used experimental test for predicting the wheel-soil interaction, provides the soil characteristic parameters from the relationship between soil stress and plate sinkage. In this study, soil stress under the plate-sinkage situation is calculated by the DEM (Discrete Element Method) model. We developed a virtual soil bin with DEM to obtain the vertical reaction forces under the plate pressing the soil surface. Also parametric studies to investigate effects of DEM model parameters, such as, particle density, Young's modulus, dynamic friction, rolling friction, and adhesion, on the characteristic soil parameters were performed.

GMOH 기법에 의한 공작기계 원점의 열적거동 예측 (Estimation of Thermal Behavior for the Machine Origin of Machine Tools using GMOH Methodology)

  • 안중용
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1997년도 추계학술대회 논문집
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    • pp.213-218
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    • 1997
  • Thermal deformation of machine origin of machine tools due to internal and external heat sources has been the most important problem to fabricate products with higher accuracy and performance. In order to solve this problem, GMDH models were constructed to estimate thermal deformation of machine origin for a vertical machining ceneter through measurement of temperature data of specific points on the machine tool. These models are nonlinear equations with high-order polynomials and implemented in a multilayered perceptron type network structure. Input variables and orders are automatically selected by correlation and optimization procedure. Sensors with small influence are deleted automatically in this algorithm. It was shown that the points of temperature measurement can be reduced without sacrificing the estimation accuracy of $\pm$5${\mu}{\textrm}{m}$. From the experimental result, it was confirmed that GMDH methodology was superior to least square models to estimate the thermal behavior of machine tools.

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