• 제목/요약/키워드: shake

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흔들림 보정을 통한 고해상 사이드스캔소나의 데이터 관리기법 연구 (A Study of Data Management Methods through Shake Correction of Underwater Investigation Using High Resolution Side Scan SONAR)

  • 이종화;김영석;박철;최상식;이흥수
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권5호
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    • pp.94-100
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    • 2017
  • 기존의 예인식으로 운용하는 사이드스캔소나의 경우 조사 시 사용자가 원하는 단면 조사에 어려움이 있어 수중구조물 전동 지그가 개발되었지만, 전동지그를 사용한 음파촬영방법의 경우 보트와 소나가 일체 거동하기 때문에 파랑에 의한 보트 롤링현상, 보트운전자의 운용미숙 등으로 인한 음파영상의 흔들림발생 등, 작업환경에 따른 여러 가지 문제로 인하여 데이터의 왜곡이 발생하였다. 따라서 본 연구에서는 기존 사이드스캔소나의 수중조사를 위한 장비운용 시 발생하는 영상의 흔들림을 해결하기 위해, 흔들림 보정센서를 부착하고 흔들림 보정 알고리즘을 개발하여 흔들림보정이 가능하도록 프로그램을 보완하였다. 또한, 소나 데이터 해상도의 향상 정도를 검증하기 위하여, 현장조사를 통해 흔들림 보정 전 후 음파영상을 수집하고 손상 의심부에 잠수사를 투입하여 실제 손상길이 및 수심을 측정하여 취득한 음파영상 데이터의 분석을 수행하였다. 본 연구는 향후 사이드스캔소나를 활용한 구조물의 수중부 및 하상면 음파영상 촬영기법의 발전에 기여할 것으로 판단된다.

Experimental and numerical analysis of RC structure with two leaf cavity wall subjected to shake table

  • Onat, Onur;Lourenco, Paulo B.;Kocak, Ali
    • Structural Engineering and Mechanics
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    • 제55권5호
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    • pp.1037-1053
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    • 2015
  • This paper presents finite element (FE) based pushover analysis of a reinforced concrete structure with a two-leaf cavity wall (TLCW) to estimate the performance level of this structure. In addition to this, an unreinforced masonry (URM) model was selected for comparison. Simulations and analyses of these structures were performed using the DIANA FE program. The mentioned structures were selected as two storeys and two bays. The dimensions of the structures were scaled 1:1.5 according to the Cauchy Froude similitude law. A shake table experiment was implemented on the reinforced concrete structure with the two-leaf cavity wall (TLCW) at the National Civil Engineering Laboratory (LNEC) in Lisbon, Portugal. The model that simulates URM was not experimentally studied. This structure was modelled in the same manner as the TLCW. The purpose of this virtual model is to compare the respective performances. Two nonlinear analyses were performed and compared with the experimental test results. These analyses were carried out in two phases. The research addresses first the analysis of a structure with only reinforced concrete elements, and secondly the analysis of the same structure with reinforced concrete elements and infill walls. Both researches consider static loading and pushover analysis. The experimental pushover curve was plotted by the envelope of the experimental curve obtained on the basis of the shake table records. Crack patterns, failure modes and performance curves were plotted for both models. Finally, results were evaluated on the basis of the current regulation ASCE/SEI 41-06.

Direct displacement based seismic design for single storey steel concentrically braced frames

  • Salawdeh, Suhaib;Goggins, Jamie
    • Earthquakes and Structures
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    • 제10권5호
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    • pp.1125-1141
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    • 2016
  • The direct displacement based design (DDBD) approach is spreading in the field of seismic design for many types of structures. This paper is carried out to present a robust approach for the DDBD procedure for single degree of freedom (SDOF) concentrically braced frames (CBFs). Special attention is paid to the choice of an equivalent viscous damping (EVD) model that represents the behaviour of a series of full scale shake table tests. The performance of the DDBD methodology of the CBFs is verified by two ways. Firstly, by comparing the DDBD results with a series of full-scale shake table tests. Secondly, by comparing the DDBD results with a quantified nonlinear time history analysis (NLTHA). It is found that the DDBD works relatively well and could predict the base shear forces ($F_b$) and the required brace cross sectional sizes of the actual values obtained from shake table tests and NLTHA. In other words, when comparing the ratio of $F_b$ estimated from the DDBD to the measured values in shake table tests, the mean and coefficient of variation ($C_V$) are found to be 1.09 and 0.12, respectively. Moreover, the mean and $C_V$ of the ratios of $F_b$ estimated from the DDBD to the values obtained from NLTHA are found to be 1.03 and 0.12, respectively. Thus, the DDBD methodology presented in this paper has been shown to give accurate and reliable results.

An Assessment Study of Seismic Resistance of Two-story Wood-frame Housing by Shaking Table Tests

  • Ni, Chun;Kim, Sang-Yeon;Chen, Haijiang;Lu, Xilin
    • 토지주택연구
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    • 제3권1호
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    • pp.79-82
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    • 2012
  • While there exists a relatively large body of technical information for the engineered design of wood-frame buildings to resist seismic ground motions, the quantitative assessment of seismic resistance of conventional houses built by prescriptive requirements is less well understood. Forintek Canada Corp., in collaboration with other research and industry partners, has embarked on a research project to address this topic. This paper will report on the seismic shake table tests of a full-scale wood-frame building. The two-story specimen, $6m{\times}6m$ in plan, was built on the seismic shake table at Tongji University in Shanghai, China, according to Part 9 of the 1995 National Building Code of Canada and shaken uni-directionally in each of the two principal directions. Three different seismic table motions were applied at increasing peak ground motion amplitudes up to 0.40 and 0.50 g. The specimen was repaired after the above sets of seismic table motions, and successive runs were conducted for increased door openings. Measurements included specimen accelerations, displacements and anchorage forces. Static stiffness of the specimen was measured at low force levels, and natural frequencies were measured after each seismic loading stage by applying low-level random excitation. The results presented consist of the capacity spectra of the shake table tests, changes in specimen stiffness and natural frequencies with increasing seismic loading. These results and those from other recent shake table tests elsewhere will be compared with simplified engineering calculations based on codified values of strength, and on that basis preliminary conclusions will be drawn on the adequacy of the current code provisions and design guides in Canada and the USA for conventional wood-frame construction.

계통연계형 태양광발전시스템의 AFS 기법을 이용한 단독운전 방지 (Anti-islanding using Active Frequency Shake Method for Grid-connected PV Generation System)

  • 옥승규;강문성;양오
    • 한국정보통신학회논문지
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    • 제17권1호
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    • pp.127-136
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    • 2013
  • 계통연계형 인버터의 중요 성능 중 단독운전 검출기능 및 방지기능은 계통을 유지보수하기 위한 작업자의 안전을 위하여 고려되어야 할 필수 사항이다. 본 논문에서는 태양광을 이용한 계통연계형 태양광발전시스템에서의 AFS(Active Frequency Shake) 단독운전 검출기법을 제안하고자 한다. 먼저 AFS 단독운전 검출 알고리즘을 제안하기 위하여 기존의 능동 주파수 변이기법 알고리즘에 대해 기술한다. 그리고 단독운전 불검출영역을 줄이고, THD(Total Harmonic Distortion)를 개선하며, 기존 알고리즘 보다 검출 속도 또한 향상 시킬 수 있는 알고리즘을 제시하였다. 아울러 제안된 단독운전방지 기법을 3kW 계통연계형 태양광 인버터에 적용하고 시뮬레이션 및 실험을 통하여 제안하는 알고리즘의 타당성을 검증하였다.

Optimization of Extracellular Production of Recombinant Human Bone Morphogenetic Protein-7 (rhBMP-7) with Bacillus subtilis

  • Kim, Chun-Kwang;Rhee, Jong Il
    • Journal of Microbiology and Biotechnology
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    • 제24권2호
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    • pp.188-196
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    • 2014
  • Extracellular production of recombinant human bone morphogenetic protein-7 (rhBMP-7) was carried out through the fermentation of Bacillus subtilis. Three significant fermentation conditions and medium components were selected and optimized to enhance the rhBMP-7 production by using the response surface methodology (RSM). The optimum values of the three variables for the maximum extracellular production of rhBMP-7 were found to be 2.93 g/l starch, 5.18 g/l lactose, and a fermentation time of 34.57 h. The statistical optimization model was validated with a few fermentations of B. subtilis in shake flasks under optimized and unoptimized conditions. A 3-L jar fermenter using the shake-flask optimized conditions resulted in a higher production (413 pg/ml of culture medium) of rhBMP-7 than in a shake flask (289.1 pg/ml), which could be attributed to the pH being controlled at 6.0 and constant agitation of 400 rpm with aeration of 1 vvm.

Application of OMA on the bench-scale earthquake simulator using micro tremor data

  • Kasimzade, Azer A.;Tuhta, Sertac
    • Structural Engineering and Mechanics
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    • 제61권2호
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    • pp.267-274
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    • 2017
  • In this study was investigated of possibility using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model steel structures. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model steel structure for dynamic characteristics was evaluated. 3D Finite element model of the building was evaluated for the model steel structure based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 2.8% are differences.

기포탑 및 막 재순환 생물반응기에서의 Saccharomycopsis lipolytica에 의한 구연산 생산 (Citric Acid Production by Succharomycopsis lipolytica in Air-lift and Membrane Recycle Bioreactors)

  • 조대철;정봉현;장호남
    • 한국미생물·생명공학회지
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    • 제17권6호
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    • pp.624-628
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    • 1989
  • A study on the citric acid production using Saccharomycopsis lipolytica (NRRL Y7576) was carried out in shake-flasks, air-lift and membrane recycle bioreactors. The cells entrapped in Ca-alginate beads were used in shake-flasks and air-lift reactor. Repeated batch fermentation in shake-flasks was successfully performed for 34 days and resulted in a yield of 54%. Increased yield (63%) was obtained in the air-lift reactor operation using nitrogen deficient medium (NDM). In the membrane recycle bioreactor operation, the maximal dry cell mass concentration was 39 g/1 at a dilution rate of 0.02 h$^{-1}$ and the yield with NDM was higher than that with growth medium. In addition, the yield and volumetric productivity with pure oxygen supply were greatly improved compared with those with air supply.

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부분구조 합성법을 이용한 배기계의 진동해석 (Vibration Analysis of an Exhaust System with Bellows Using the Component Mode Synthesis)

  • 임재문;김민수;이귀영
    • 대한기계학회논문집
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    • 제17권7호
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    • pp.1833-1840
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    • 1993
  • An efficient vibration analysis method, Component Mode Synthesis(CMS), for an exhaust system with bellows is presented. Analyses are performed for two types of bellows, where characteristics of vibration modes affecting idle shake and interior noise of a vehicle are examined. Also analyzed are the contributions of an exhaust and engine mounting system to the idle shake and interios noise. Comparison between the analysis and test is in good agreement, hence the CMS method is shown to be efficient and valid.

Analysis of Microbiological Contamination in the Chosun Dynasty Textiles Exhumed from Hwasung Kupori Burial

  • Cheunsoon Ahn;Kim, Jung-wan
    • The International Journal of Costume Culture
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    • 제2권1호
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    • pp.54-61
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    • 1999
  • The purpose of this research was first to analyse and compare the types of microbes inherent among the unwashed and washed Kupori textiles, and second to investigate whether there is a difference between unwashed and washed Kupori textiles on the susceptibility of contamination by microorganism when exposed to the same microbial environment. Microbial identification procedure and the Shake Flask Test for investigating the effect of exposure to microbial environment were carried out separately. The result of microbial identification procedure indicated that a variety of bacteria and fungi were inherent in both unwashed and washed textiles and that the population of contaminated microorganism became more diverse after washing. The result of Shake Flask Test indicated that given the same exposure condition, the unwashed textiles tend to be more susceptible to bacterial contamination than the washed textiles. The results of the present study supported the current conservation procedures adopted in Korean museums which include washing and humigation procedures before long-term storage or display of exhumed textiles.

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