• Journal of Korean Association for Spatial Structures
• /
• v.8 no.2
• /
• pp.73-84
• /
• 2008

The various systems as the seismic resistance systems are used to reduce the seismic response of structure. And the seismic isolation system among them is the system that reduces the seismic vibration to be transmitted from foundation to upper structure. The purpose of isolation system is to lengthen the period of structure and make its period shift from the dominant period of earthquake. In this study, the seismic behavior of arch structure with lead rubber bearing(LRB) and friction pendulum system(FPS) is analyzed. The arch structure is the simplest structure and has the basic dynamic characteristics among large spatial structures. Also, Large spatial structures have large vertical response by horizontal seismic vibration, unlike seismic behavior of normal rahmen structures. When horizontal seismic load is applied to the large spatial structure with isolation systems, the horizontal acceleration response of the large spatial structure is reduced and the vertical seismic response is remarkably reduced.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.24 no.6
• /
• pp.267-275
• /
• 2020

In the event of an earthquake, non-structural components require seismic performance to ensure evacuation routes and to protect lives from falling non-structural components. Accordingly, the seismic design code proposes horizontal force for the design and evaluation of non-structural components. Ground motion observed on each floor is affected by a building's eigen vibration mode. Therefore, the earthquake damage of non-structural components is determined by the characteristics of the non-structural component system and the vibration characteristics of the building. Floor response spectra in the seismic design code are estimated through time history analysis using seismic waves. However, it is difficult to use floor response spectra as a design criterion because of user-specific uncertainties of time history analysis. In addition, considering the response characteristics of high-rise buildings to long-period ground motions, the safety factor of the proposed horizontal force may be low. Therefore, this study carried out the horizontal force review proposed in the seismic design code through dynamic analysis and evaluated the floor response of seismic waves considering buildings and predominant periods of seismic waves.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2003.05a
• /
• pp.141-146
• /
• 2003

Time seres of suspended sediment concentration, surface elevation and velocity were measured and analysed to investigate the role of waves and the predominance of infra-gravity wave component for sediment suspension phenomena in the surf zone. For the investigation in detail, we adopted the cross spectral analysis method between sediment concentration and the characteristic values of wave, and ensemble average analysis method about long-period wave component, which is dominant to sediment suspension in the measurement point. The obtained results are summarized as follows: 1) The relationship between sediment concentration and the characteristic values of wave is stronger for the long-period standing wave components(about 60s and 30s) than the long wave components(about 100s), which have the most energetic power, 2) and also, it is cleared that sediment concentration is increased in the case of the phase, the velocity components of the first mode long-period standing wave(60sec) were accelerated toward on-shore direction, that is, the water surface in offshore side is higher than on-shore side.

• Membrane Journal
• /
• v.9 no.3
• /
• pp.178-184
• /
• 1999

A periodic backflushing was performed to reduce the membrane fouling of ultrafiltration for wastewater, and the effect and the optimum condition were investigated in this study. The alumina¬ceramic tubular membrane with pore size of 0.02${\mu}m$ was used for the wastewater treated by coagulation and sedimentation from two paper plants, of which A plant made toilet paper by recycling milk paper cartons and B plant recycled corrugated cardboards. And the effect of periodic backflushing to membrane fouling and quality of permeate were studied with a constant backflushing time of 3 sec. As results of measuring SS, TDS, and COD of source and permeate, the rejection rate of SS showed the highest value at the backflushing period of 15 see, which was the shortest time in these experiments, in case of waste¬water discharged from A plant. However, the rejection rate of COD had the highest value at the period of 30 sec for wastewater from both A and B plant. Then, the rejection rate of TDS was almost same at 30 and 60 sec for A plant wastewater, and the highest at 60 see for B plant. The effect of periodic back¬flushing to membrane fouling was investigated by change of permeate flux according to operating time. The permeate flux decreased slowly at the operation with backflushing, and was higher compared with that without backflushing in both case of A and B wastewater. But, the optimum period with the highest flux of A wastewater was different from that of B, because SS and COD of A was higher than those of Band TDS of B was higher than that of A.

• Journal of the korean veterinary medical association
• /
• v.34 no.8
• /
• pp.566-569
• /
• 1998

병원성대장균에 의한 자돈의 대장균증 중 대표적인 것이 신생 및 포유자돈에서 주로 발생하는 설사병과 이유자돈의 부종병을 들 수 있다. 이러한 자돈의 대장균증은 돼지유행성설사병(PED)이나 전염성위장병(TGE)처럼 폭발적인 발생을 하지는 않지만 지역이나 계절에 관계없이 광범위하게 지속적으로 발생하고 있기 때문에 전체적인 피해는 오히려 폐사율은 높으나 주기적이고 산발적인 발생을 하는 바이러스성 설사병보다도 많을 것으로 추정된다. 이러한 자돈의 대장균설사증 대책으로 몇종의 백신이 사용되고 있으나 완벽한 장관면역을 형성시켜주는 예방약은 아직 세계적으로도 개발되어 있지 않은 실정이고, 치료대책으로 사용하고 있는 항생제도 내성균 확산으로 치료제 사용이 한계에 이르고 있다. 더욱이 부종병의 경우 치료 및 예방대책이 없어 양돈농가로서는 속수무책인 실정이다. 수의과학연구소에서는 이러한 문제점을 해결하기 위하여 대장균증을 동시에 치료, 예방할 수 있는 병원성대장균에 대한 난황항체를 개발하여 실험실 및 야외적용시험을 실시한 결과 대장균설사증은 물론 부종병치료에도 탁월한 효과를 나타내었기에 소개드리고자 한다.

• Proceedings of the Korean Institute of Intelligent Systems Conference
• /
• 2004.10a
• /
• pp.525-528
• /
• 2004

최근 인터넷 및 무선 통신기술의 광범위한 보급으로 인해 현장 계측 데이터 등과 같은 중요 데이터를 인터넷을 통해 실시간으로 수신 가능케 하는 다양한 형태의 웹 기반 원격 모니터링 시스템이 설계되고 있다. 이러한 웹 모니터링 시스템은 기본적으로 짧은 주기마다 측정된 데이터를 원격의 서버로 전송하는 것이 바람직하나 과도한 통신비 문제로 인해 효율적인 시스템 운영이 어렵다는 문제점을 갖는다. 따라서 본 연구에서는 측정데이터의 변화를 효율적으로 검출할 수 있는 PCA(Principle Component Analysis) 기법과 데이터 압축에 탁월한 특성을 갖는 wavelet 기법을 융합한 새로운 형태의 웹 기반 원격모니터링용 데이터 전송기법을 제안하고 실제 데이터에 적용하여 봄으로써 제안된 기법의 유용성을 확인하고자 한다.

• Journal of Korean Association for Spatial Structures
• /
• v.8 no.6
• /
• pp.49-57
• /
• 2008

The seismic isolation systems could be used to reduce the seismic response of a structure. The natural period of a structure with seismic isolation system got be long to avoid the prominent seismic period. The purpose of this study is to analyzed the seismic behavior of the truss arch that is supported to column with LRB. Truss arch structures subjected to horizontal seismic have large horizontal and vertical response unlike seismic behavior of normal rahmen structures. When seismic load is applied to the truss arch with isolation systems, the horizontal acceleration response of the truss arch is reduced and the vertical seismic response is remarkably reduced. Also, the seismic behaviors of the truss arch with strengthen column as like lattice column are very similar to that of the truss arch supported to directly foundation. The Seismic Isolation system can be applied to reduce efficiently the seismic response of the spacial structure with not strong column.

• Journal of Korean Association for Spatial Structures
• /
• v.10 no.1
• /
• pp.127-134
• /
• 2010

The dynamic instability for snapping phenomena has been studied by many researchers. Few paper deal with the dynamic bucking under the load with periodic characteristics, and the behavior under periodic excitation is expected the different behavior against STEP excitation. We investigate the fundamental mechanisms of dynamic instability when shallow EP(Elliptic Paraboliodal) shell of two degree of freedom are subjected to sinusoidal excitation with direct snapping and indirect snapping. By using Newmark-$\beta$ method, we can get the nonlinear response, and characteristics of the dynamic instability through the running response spectrum by FFT(fast Fourier Transform) and attractors are compared in the phase plane. Dynamic buckling loads are strongly influenced by the relationships between the natural frequency of structures and the dominant frequency of incident excitations.

• Journal of Navigation and Port Research
• /
• v.27 no.4
• /
• pp.455-463
• /
• 2003

Time series of suspended sediment concentration, surface elevation and velocity were measured and analysed to investigate the role of waves and the predominance of infra-gravity wave component for sediment suspension phenomena in the surf zone. For the investigation in detail, we adopted the cross spectral analysis method between suspended sediment concentration and the characteristic values of wave, and ensemble average analysis method about long-period wave component, which is dominant to sediment suspension in the measurement point. The obtained results are summarized as follows: 1)The relationship between suspended sediment concentration and the characteristic values of wave is stronger for the long-period standing wave components(about 60s and 30s where the nodal point of the first mode and the anti-nodal point of the second mode are located at the measurement point, respectively) than the long wave components(about 100s), which have the most energetic power, 2) and also, it is cleared that suspended sediment concentration is increased in the case of the phase, the velocity components of the first mode long-period standing wave(60sec) were accelerated toward on-shore direction, that is, the water surface in offshore side is higher than on-shore side.

• Journal of Environmental Science International
• /
• v.5 no.5
• /
• pp.619-633
• /
• 1996

Intraseasonal variability of the tropical convection over the Indian/western Pacific is studied using the Geostationary Meteorological Satellite high cloud amount. This study is directed to find the tropical-extratropical interaction in the frequency range of intraseasonal and interannual variabilities of the summer monsoon occured over the domain of 90E-171W and 495-50N. Especially, in order to investigate the intraseasonal interaction of last Asia summer monsoon associated with the tropical convections in the high cloud amounts, the spatial and time structure of the intraseasonal oscillation for the movement-and the evolution of the large-scale connections are studied. To describe the spatial and the time evolution, the extended empirical orthogonal function analysis is applied. The first mode may be considered to a normal structure, indicating that the strong convection band over 90E-120E is extended to sastward but this mode was detected as the intraseasonal variability during summer monsoon. It is found that the dominant intraseasonal mode of the tropical convection consists of the spatial changes over a broad period range centered around 40~50days.