• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.415-420
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• 2007

The objective of this study analyzes the influence of shimmy & shake phenomena due to tire design parameters which are RFV(radial force variation), DB(dynamic balance), RRO(radial run out) and air pressure. These parameters are inspection items for Q.C. after tires are manufactured. In order to analyze these parameters on this study, vehicle driving tests were achieved. The test modes are two type which are constant speed and coast-down driving. On this tests the dynamic characteristics of shimmy & shake are measured by the 3-axises accelerometers at the various positions that are knuckle(left & right), rack pinion, seat and steering wheel. In according to analyzed results, the longitudinal vibration of knuckle parts affects the lateral vibration of rack pinion and this vibration affects the lateral vibration of steering wheel that is the shimmy phenomena. Also the over and under DB by comparison with normal DB and the increment of RRO affect the occurrence of shimmy & shake phenomena.

• 한국식품저장유통학회지
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• 제24권7호
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• pp.942-948
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• 2017

본 연구에서는 홍국쌀에서 분리한 M. purpureus KCCM 60570을 찐 쌀에 1.0% (w/w) 접종 후 $25^{\circ}C$에서 배양하면서 홍국쌀 제조 조건 확립 및 품질 특성을 확인하였다. 또한 기존의 두부 셰이크에 홍국쌀을 첨가한 두부 셰이크의 기호도 조사를 통해 적정한 혼합비율을 결정하고, 품질 특성을 확인하였다. M. purpureus KCCM 60570으로 제조한 홍국쌀의 monacolin K와 곰팡이수를 확인한 결과 배양 8일차까지 급격히 증가하다가 이후 완만히 증가하여 홍국쌀의 적정제조온도 및 시간은 $25^{\circ}C$에서 8일로 나타났다. 기존의 두부 셰이크에 M. purpureus KCCM 6057으로 $25^{\circ}C$에서 8일간 제조한 홍국쌀을 서로 다른 농도로 첨가한 두부 셰이크의 관능검사 결과 맛, 향, 조직감 및 전체적인 기호도에서 0.5%(w/w) 홍국쌀을 첨가한 두부 셰이크의 기호도가 가장 높은 것으로 나타나 두부 셰이크의 적정 홍국쌀 혼합 비율은 0.5% (w/w)인 것으로 나타났다. 홍국쌀을 0.5% (w/w) 첨가한 두부 셰이크와 기존 시판 두부 셰이크의 품질 특성을 비교한 결과 홍국쌀 첨가 두부 셰이크의 환원당과 총당함량, 붉은 색소인 monacolin K와 색도 a 값이 월등히 높은 것으로 나타났다. 또한 기존 두부 셰이크와 0.5% (w/w) 홍국쌀을 첨가한 두부 셰이크와의 관능검사를 비교한 결과 색과 조직감이 좋은 것으로 나타나 두부 셰이크 제조에 홍국쌀을 첨가할 경우 두부 셰이크의 품질을 개선할 수 있는 가능성을 확인할 수 있었다.

• 한국응용곤충학회지
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• 제51권1호
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• pp.67-72
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• 2012

자운영포장에서 알팔파바구미 유충 및 성충의 조사방법에 따른 효율을 평가하기 위하여 본 실험을 수행하였다. 알팔파바구미 유충 밀도를 Shake-bucket, Shake-picking, Sweeping net 방법을 사용한 결과 조사지역 3곳에서 조사방법과 조사시기에 따라 유의하게 차이가 있었다. 포충망을 이용하여 유충밀도를 조사한 결과 4월초까지 유충을 조사할 수 없어 초기에 발생하는 유충을 조사하는데 적합하지 않았다. Shake-bucket과 Shake-picking을 이용한 조사에서 유충발생이 3월 중순부터 확인되었으며, 두 방법간에 차이는 없었다. 미끼를 넣은 Pitfall trap을 이용하여 알팔파바구미 성충 밀도를 조사한 결과 유인조건에 따라 유의하게 차이가 있었다(p<0.018). 각 처리간 성충 유인수를 조사한 결과 싹 틔운 강남콩 92마리, 강낭콩 종자 42마리, 트랩만 설치한 것에서 39마리로 싹 틔운 콩을 넣은 트랩에서 밀도유인 효과가 가장 좋았다. 자운영답에서 알팔파 바구미를 조사할 때 초기 발생하는 유충은 Shake-bucket법을 성충은 싹 틔운 강남콩을 미끼로 하는 pitfall trap을 이용하는 것이 좋다.

• 한국자동차공학회논문집
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• 제8권4호
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• pp.110-120
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• 2000

In order to improve the vibration characteristics of mid sized passenger car automatic transmission at idle experimental and theoretical studies have been carried out. Idle shake in "D" range occurs by various reasons such as characteristics of body bending resonance between subsystems and engine mounts etc. Using full vehicle finite element analyses and modal tests we introduce the way to reduce the idle shake in the early design stage. It shows that the exciting forces are the 2nd order torque and force of engine. A powertrain system modes in "D" range are entirely effected by the additional boundary conditions of drive line. As a result the frequencies of subsystems are arranged to be lined up at the idle frequency range in order to avoid the resonances with subsystems To reduce the idle shake mounts of radiator are tuned to act as a dynamic damper to 1st bending frequency of the body. In addition a hydraulic mount which is optimized by Phase Shift Method is applied to the rear engine mount.e rear engine mount.

• Journal of Korean Vacuum Science & Technology
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• 제4권1호
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• pp.1-5
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• 2000

The C 1s photoelectron energy loss spectra of tris (8-hydroxy-quinoline) aluminum (Alq$_3$) and N,N'-diphenyl-N,N'-bis (3-methyl phenyl)-1,1'-bi-phenyl-4,4'-diamine (TPD) thin films have been investigated. Two major loss structures, namely the plasmon dominated loss lines and shake-up satellites, have been observed. The shake-up spectrum of the C 1s photoelectron line is directly related to the $\pi$-$\pi$$\^$*/ energy gap of the molecule which plays an important role in organic electroluminescent materials. The molecular orbitals of Alq$_3$ and TPD and their major components, quinolime and benzene, have been calculated with the AMI semi-empirical method. The amount of the plasma-dominated loss of Alq$_3$ and TPD, which has to do with the delocalization of electrons through the molecule, was about 24 eV, alike in both cases. The main peak of the C 1s shake-up spectrum of Alq$_3$ and TPD, however, was 5.2 eV and 6.8 eV respectively. It was found that the main shake-up peak reflects more the local $\pi$\longrightarrow$\pi$$\^$*/ transition of quinoline and benzene component rather than the excitation of the whole molecule of Alq$_3$ and TPD. The C 1s shake-up spectra, however, revealed some correlation with the optical energy gap of the organic eletroluminescent materials.

• Earthquakes and Structures
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• 제12권5호
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• pp.501-513
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• 2017

To investigate the seismic performance of Y-shaped eccentrically braced frames fabricated with high-strength steel (Y-HSS-EBFs), a shake table test of a 1:2 scaled three-story Y-HSS-EBF specimen was performed. The input wave for the shake table test was generated by the ground motions of El Centro, Taft, and Lanzhou waves. The dynamic properties, acceleration, displacement, and strain responses were obtained from the test specimen and compared with previous test results. In addition, a finite element model of the test specimen was established using the SAP2000 software. Results from the numerical analysis were compared with the test specimen results. During the shake table test, the specimen exhibited sufficient overall structural stiffness and safety but suffered some localized damage. The lateral stiffness of the structure degenerated during the high seismic intensity earthquake. The maximum elastic and elastoplastic interstory drift of the test specimen for different peak ground accelerations were 1/872 and 1/71, respectively. During the high seismic intensity earthquake, the links of the test specimen entered the plastic stage to dissipate the earthquake energy, while other structural members remained in the elastic stage. The Y-HSS-EBF is a safe, dual system with reliable seismic performance. The numerical analysis results were in useful agreement with the test results. This finding indicated that the finite element model in SAP2000 provided a very accurate prediction of the Y-HSS-EBF structure's behavior during the seismic loadings.

• 대한인간공학회:학술대회논문집
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• 대한인간공학회 1998년도 춘계학술대회논문집
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• pp.87-92
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• 1998

It is needed that the small, cheap and low power dissipated image stabilizing system is used in a small camcorder. It is essential to detect the hand shake of human exactly for the good design of image stabilizing system. In this study, the hand shake is measured by the experiment on 17 peoples in peak-to- peak voltage and frequency. The shake of image by hand by hand is independent of human age or weight, and dependent of calmness of character or concentration of mind.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.152-155
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• 2007

Efficiency and limitations of HAZUS-MH, a GIS based systematic and informative system developed by FEMA and NIBS for natural hazard loss estimations, are discussed by means of a pilot study in the Korean Peninsular. Gyeongsang-do has been selected for the test after careful reviews of previous studies including historical and modern seismicity in the peninsular. A ShakeMap for the selected scenario earthquake with magnitude 6.7 in Gyeongju area is prepared. Then, any losses due to the scenario event have been estimated using HAZUS. Results of the pilot test show that the study area may experience significant physical, economic and social damages. Detailed study in the future will provide efficient and crucial information to the decision makers and emergency agents to mitigate any disaster posed by natural hazards.

• Earthquakes and Structures
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• 제10권4호
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• pp.811-828
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• 2016

This study aims to present nonlinear time history analysis results of double leaf cavity wall (DLCW) reinforced concrete structure exposed to shake table tests. Simulation of the model was done by a Finite Element (FE) program. Shake table experiment was performed at the National Civil Engineering Laboratory in Lisbon, Portugal. The results of the experiment were compared with numeric DLCW model and numeric model of reinforced concrete structure with unreinforced masonry wall (URM). Both DLCW and URM models have two bays and two stories. Dimensions of the tested structure and finite element models are 1:1.5 scaled according to Cauchy Froude similitude law. The URM model has no experimental results but the purpose is to compare their performance level with the DLCW model. Results of the analysis were compared with experimental response and were evaluated according to ASCE/SEI 41-06 code.

• Earthquakes and Structures
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• 제9권5호
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• pp.1115-1132
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• 2015

The study considers earthquake shake table testing of bending-torsion coupled structures under multi-component stationary random earthquake excitations. An experimental procedure to arrive at the optimal excitation cross-power spectral density (psd) functions which maximize/minimize the steady state variance of a chosen response variable is proposed. These optimal functions are shown to be derivable in terms of a set of system frequency response functions which could be measured experimentally without necessitating an idealized mathematical model to be postulated for the structure under study. The relationship between these optimized cross-psd functions to the most favourable/least favourable angle of incidence of seismic waves on the structure is noted. The optimal functions are also shown to be system dependent, mathematically the sharpest, and correspond to neither fully correlated motions nor independent motions. The proposed experimental procedure is demonstrated through shake table studies on two laboratory scale building frame models.