• Title/Summary/Keyword: 최대진동속도

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국산 맥동관형 크라이오 펌프 시제품 종합특성평가 및 성능개선안

  • In, Sang-Ryeol;Gang, Sang-Baek
    • Proceedings of the Korean Vacuum Society Conference
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    • 2013.02a
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    • pp.248-248
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    • 2013
  • 저소음, 저진동이 장점인 맥동관형 냉동기 및 이를 이용한 크라이오 펌프를 국산화하는 연구개발사업이 상당히 진전되어 첫 번째 시제품을 완성했다. 3개월 여에 걸쳐 냉동기 냉동능력, 진동 및 펌프 냉각시간을 포함해서 질소, 수소 또는 알고에 대한 펌프 배기속도, 배기용량, 최대유량, 교차값, 알곤회복시간 등 규격, 비규격을 통틀어 모든 평가항목을 망라하는 펌프 배기 성능시험을 완료했다. 성능평가결과에 나타난 시제품의 장단점을 분석하여 보완 및 개선점을 찾고 이를 완제품 제작에 반영하려고 한다. 내경 14인치인 크라이오 펌프 시제품의 질소 배기속도는 목표치를 30% 정도 상화하여 4,600 L/s가 나왔고 배기용량은 약 45만 $mbar{\cdot}L$에 달했으며 교차값은 2,200 $mbar{\cdot}L$로 측정되었다. $5{\times}10^{-8}$ mbar 기준 알곤 회복시간은 2분 정도로 5분 이내라는 기준을 만족했다. 한편 20 K까지 펌프 냉각시간이 135분이므로 15분 이상 단축이 필요한데 이는 열차폐 특히 배플의 열적설계를 개선함으로써해결하려고 한다. 그리고 수소에 대한 배기성능 개선을 위해 활성탄 어레이의 제작공정을 표준화할 필요가 있다.

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Numerical and Experimental Researches on Buried Three-layered Pipeline Subjected to Soil Surface Vibration Compaction Loads (매설 삼중 보온관에 작용하는 진동 다짐 하중의 수치해석적 적용 및 현장 실험 비교, 분석)

  • Kim, Moon-Kyum;Won, Jong-Hwa;Kim, Jeong-Jae;Choi, Bong-Hyuck
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.421-424
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    • 2010
  • 최근 노후한 기존 구조물의 교체 및 건물 증축으로 인하여, 도심지 내 공사 현장 및 주변 지반에 매설된 지중 배관은 차량 이동 하중 및 건설 장비 하중 등의 진동에 노출이 되어있는 실정이다. 이러한 장비하중이 매설배관에 미치는 영향을 분석, 예측하기 위하여 실증 실험 결과를 토대로 모델을 검증하고 수치해석을 수행하였다. 그 결과 최대 발생 응력은 외관은 $270^{\circ}$에서, 내관은 $180^{\circ}$에서 발생 하였으며, 이는 폴리우레탄 보온재의 하중 분산 효과로 설명 할 수 있다.

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Analysis of Intensity Attenuation Characteristics Using Physics-based Earthquake Ground-motion Simulation with Site Effect in the Southern Korean Peninsula (한반도 남부에서 부지효과를 고려한 물리적 지진동 모델링 기반 진도 감쇠 특성 분석 연구)

  • An, So Hyeon;Kyung, Jai Bok;Song, Seok Goo;Cho, Hyung-Ik
    • Journal of the Korean earth science society
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    • v.41 no.3
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    • pp.238-247
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    • 2020
  • This study simulated strong ground motion waveforms in the southern Korean Peninsula, based on the physical earthquake modeling of the Southern California Earthquake Center (SCEC) BroadBand Platform (BBP). Characteristics of intensity attenuation were investigated for M 6.0-7.0 events, incorporating the site effects. The SCEC BBP is software generates broadband (0-10 Hz) ground-motion waveforms for earthquake scenarios. Among five available modeling methods in the v16.5 platform, we used the Song Model. Approximately 50 earthquake scenarios each were simulated for M 6.0, 6.5, and 7.0 events. Representative metrics such as peak ground acceleration (PGA) and peak ground velocity (PGV) were obtained from the synthetic waveforms that were simulated before and after the consideration of site effects (VS30). They were then empirically converted to distribution of instrumental intensity. The intensity that considers the site effects is amplified at low rather than high VS30 zones.

Consideration on Limitations of Square and Cube Root Scaled Distances in Controled Blast Design (제어발파설계에서 자승근 및 삼승근 환산거리 기법의 적용한계에 대한 고찰)

  • Choi, Byung-Hee;Ryu, Chang-Ha;Jeong, Ju-Hwan
    • Explosives and Blasting
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    • v.28 no.1
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    • pp.27-39
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    • 2010
  • Blast design equations based on the concept of scaled distances can be obtained from the statistical analysis on measured peak particle velocity data of ground vibrations. These equations represents the minimum scale distance of various recommendations for safe blasting. Two types of scaled distance widely used in Korea are the square root scaled distance (SRSD) and cube root scaled distance (CRSD). Thus, the design equations have the forms of $D/\sqrt{W}{\geq}30m/kg^{1/2}$ and $D/\sqrt[3]{W}{\geq}60m/kg^{1/3}$ in the cases of SRSD and CRSD, respectively. With these equations and known distance, we can calculate the maximum charge weight per delay that can assure the safety of nearby structures against ground vibrations. The maximum charge weights per delay, however, are in the orders of $W=O(D^2)$ and $W=O(D^3)$ for SRSD and CRSD, respectively. So, compared with SRSD, the maximum charge for CRSD increases without bound especially after the intersection point of these two charge functions despite of the similar goodness of fits. To prevent structural damage that may be caused by the excessive charge in the case of CRSD, we suggest that CRSD be used within a specified distance slightly beyond the intersection point. The exact limit is up to the point, beyond which the charge difference of SRSD and CRSD begins to exceed the maximum difference between the two within the intersection point.

Electromagnetic Scattering by a Dielectric Column Oscillating in the Perpendicular Direction to its Axis (축과 수직방향으로 진동하는 유전체원주에 의한 평면파의 산란)

  • 구연건;김두근
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.9 no.3
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    • pp.113-119
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    • 1984
  • In the scattering of a monochromatic plane wave from a dielectric column oscillating sinusoidally prependicular to its axis, one could assume that the boundary moves with a uniform velocity equal to its instantaneous oscilaating velocity. The scattered fields are abtained according to the postulates of special relativitiy and extended for the osdillating period. The angle distribution of average scattering radiation, the average of total scattering cross sections and radar cross sections for a period are illustrated as the function of the relative maximum oscillating velocity and the incident angles of plane waves.

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Particle Velocity Equation for Korean Surface Blasting Type (노천발파 표준공법의 진동예상식)

  • 양형식;김원범;최미진;장선종
    • Explosives and Blasting
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    • v.22 no.3
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    • pp.27-33
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    • 2004
  • Particle Velocity Equations were suggested in this paper for Korean surface blasting types, which were developed by Korean Society for Explosive Engineers (KSEE). Standard charges per delay for types and distances also were determined. USBM equation which was adopted by MOCT (Korean Ministry of Construction and Transportation) shows many problems for Korean situations.

A Case Study on the Vibration Characteristics of Tunnel Blasting in Igneous Rock (화성암반에서 터널발파 진동측정치의 분석에 관한 사례 연구)

  • 윤성현;안명석;이광열
    • Explosives and Blasting
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    • v.21 no.1
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    • pp.69-76
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    • 2003
  • Test blasting has been performed with V-cut to investigate the characteristics. Blasting vibrations were measured at two directions, the proceed direction and side direction. Propagation characteristics were determined by regression analysis; square root scaled distance and cube root scaled distance with maximum charge per delay of the blast. Testing result, The cross point was 62m in the allowable vibration velocity of 3mm/sec and 46m In 5mm/sec. Also, vibration level with measuring point was highest and decayed fastest, adapting to cube root scaled distance, for the proceed direction on ground.

Kinematic Analysis in Reaching Depending on the Localized Vibration Duration in Persons With Hemiparetic Stroke (국소 진동자극이 편마비 뇌졸중 환자의 팔 뻗기 수행에 미치는 영향에 대한 운동학적 분석)

  • Yoo, Eun-Young;Park, Ji-Hyuk;Kwon, Jae-Sung;Cho, Sang-Yoon;Lee, Bo-Mi;Kim, Yeong-Jo;Kim, Jae-Nam;Kim, Sun-Ho
    • Therapeutic Science for Rehabilitation
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    • v.7 no.3
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    • pp.79-88
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    • 2018
  • Objective : Localized vibration has been shown to have a positive effect on recovery of upper-limb motor function in patients with hemiparetic stroke, but there has been little research on kinematic analysis for qualitative changes in movement. This study investigated kinematic changes in elbow motion during reaching after localized vibration in persons with hemiparetic stroke. Methods : This study used a one-group, cross-over trial design. Ten chronic stroke patients randomly received localized vibrations on the affected biceps brachii for 5, 10, or 20 min, at 70 Hz. Kinematic analysis of reaching was measured using a 3-D motion analysis system. Variables included peak angular velocity, time to peak angular velocity, and movement units during elbow motion. Result : Affected side elbow motion during reaching was faster, smoother, and more efficient after 20 min localized vibration. Peak angular velocity increased (p<0.05), and time to peak angular velocity (p<0.05) and the movement unit were significantly decreased (p<0.05) during elbow motion for reaching. Conclusion : Localized vibration can improve kinematic components during reaching motion in persons with hemiparetic stroke.

Numerical Study on the Prediction of the Depth of Improvement and Vibration Effect in Dynamic Compaction Method (동다짐 공법의 개량심도 및 진동영향 예측을 위한 수치해석적 연구)

  • Lee, Jong-Hwi;Lim, Dae-Sung;Chun, Byung-Sik
    • Journal of the Korean Geotechnical Society
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    • v.26 no.8
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    • pp.59-66
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    • 2010
  • In this study, an applicability by using the FEM was investigated for the prediction of both the depth of improvement and the vibration effect when dynamic compaction method is applied. The region was modelled by the field conditions applying dynamic compaction method and the rigid body force was applied to the dynamic load model. Predicted depth of improvement calculated by the vertical peak particle acceleration was compared and analyzed with an existing empirical equation, and the effect of groundwave by deducing the peak particle velocity from vibration sources was compared and analyzed with the results of another existing empirical equation. The results showed that the prediction of the depth of improvement has similar tendency to practice, and the vibration effect has some differences in a particular section from existing equation, but it could predict the safety distance to some degree. The analyzed results are expected to be basic data for the development of reliability of dynamic compaction design with existing empirical method.

Conductance 변화에 의한 진공펌프 특성분석

  • Kim, Wan-Jung;Go, Mun-Gyu;Jeong, Wan-Seop;Im, Jong-Yeon
    • Proceedings of the Korean Vacuum Society Conference
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    • 2012.08a
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    • pp.201-201
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    • 2012
  • 다양한 응용목적을 위한 진공시스템 설계와 운영은 진공에 대한 기초지식과 이해가 요구되며, 설계제작 및 운영은 많은 시간과 비용이 요구된다. 따라서 응용 진공시스템 제작 이전에 구성에 따른 시스템 진공특성을 예측하는 것이 중요하며 목적에 부합한 장비들을 선택하여 최소비용으로 시스템 활용효율성을 극대화할 수 있도록 해야 한다. 진공시스템의 최적화 설계를 위해서는 펌프의 조합 이외에도 진공 챔버의 부피, 도관의 구조(직경, 길이), 진공재료의 기체방출 등 여러 요소들을 고려해야 한다. 하지만, 본 연구에서는 진공시스템의 최적화 설계를 위한 기초연구로 도관의 구조 즉 conductance 변화에 따라서 수식을 통한 이론적 접근과 실험에 근거한 실험적 접근에서의 배기속도 및 진공펌프의 특성을 비교 분석 하였다. 배기속도가 $600m^3$/h 용량의 펌프를 사용하여 한국표준과학연구원 측정 절차서에 따라 수행하였다. 진공용기 내 압력은 측정 불확도가 적은 CDG (최대 압력범위가 1000, 100, 10, 1, 0.1 mbar)를 사용하여 압력측정 정확도를 높였다. 또한, 펌프의 소비전력, 소음, 진동, 배기구 압력 등의 변화 등을 측정하여 진공펌프의 상태 변화를 실시간 관찰 하였다.

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