• Title/Summary/Keyword: Performance isolation

Search Result 1,070, Processing Time 0.034 seconds

Design and Performance Test of Rubber Engine Mount for Isolation Large Structures (방진고무를 이용한 대용량 엔진마운트의 제작 및 성능시험)

  • 유춘화;김충식;박상규
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 1993.10a
    • /
    • pp.93-97
    • /
    • 1993
  • 방진고무는 진동을 방지하여 다른 구조물의 진동전달 차단은 물론, 장비의 수명연장 및 효율을 증가시키기 위한 목적으로 사용되는데 이러한 방진고무 의 동적특성을 일반화하는 것은 어렵기 때문에 방진고무 시편의 동특성 해 석시험 결과치를 기준으로 원하는 성능에 부합하도록 방진고무의 재질을 선 정하고 사양에 의한 엔진마운트를 설계 제작하여야 한다. 이번에 제작한 UEM 엔진마운트는 해상용, 육상용 설비에 적용 가능하며, 특히 해상용에 적 용하고 외부 환경에 의한 부식으로부터 방진고무 및 기자재를 보호하기 위 하여 하우징을 특수재질로 제작하였고, 수직.수평력을 고려하여 큰 하중에 견딜 수 있도록 원추형 형상설계와 강성을 보강하였다. 특히, 원추형 형상으 로 제작하여 하중을 일정하게 분산시키고, 사용 가능한 선형영역을 확대 시 켰으며, Buffer(Steel Bar)를 이용하여 높은 파고 등에 의한 외부 충격량에 따른 큰 변위의 발생으로부터 설비를 보호할 수 있다. 본 논문에서는 물리적 특성이 같은 방진고무를 사용하고, 적층 수만 다르도록 두가지 모델 UEM-155와 UEM-255를 설계 제작하여 수직.수평방향의 정적시험, 동적시 험, 현장 장착시험 등을 수행함으로써 기업에서 요구한 사양에 적합한가를 고찰하였다.

  • PDF

The Development & Simulation for the Isolation Mount installed in Aircraft (항공용 마운트의 개발과 시뮬레이션)

  • Jeon, Hee-Ho;Park, Jae-Min;Lee, Seung-Joon
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.20 no.3
    • /
    • pp.223-228
    • /
    • 2010
  • The mount which is used in military airplane should be operated in various situations such as vibration, shock and temperature. The recent mounts cost a lot and take much time to replace when they broke down. That's why new mount was produced in domestic by reverse engineering and the product has been proved its performance through environment test regarding vibration and shock. According to simulation of dynamic characteristics on vibration and shock, the result turns out to be similar to the result of the environmental test with an error of within 10 percent. As a result this research, a draft of the military aviation mount designing program is arranged.

Isolation of Ginsenoside Rh1 and Compound K from Fermented Ginseng and Efficacy Assessment on Systemic Anaphylactic Shock

  • Kim, Mi-Soon;Kwon, Bin;Park, Myeong-Soo;Ji, Geun-Eog
    • Food Science and Biotechnology
    • /
    • v.17 no.4
    • /
    • pp.805-808
    • /
    • 2008
  • Ginsenosides are responsible for the pharmacological and biological activities of ginseng. In this study, ginsenoside Rh1 and compound K were isolated and purified from fermented ginseng substrate and their anti-allergic effects were assessed in compound 48/80-induced anaphylactic shock model. The fermented ginseng substrate was extracted by methanol and ginsenoside Rh1 and compound K were efficiently purified by preparative high performance liquid chromatography (prep HPLC). Their quality and quantity were analyzed by liquid chromatography-mass spectrometer (LC-MS) and HPLC. Ginsenoside Rh1 showed better anti-allergic effects than compound K in compound 48/80-induced anaphylactic shock model. This study suggested that fermented ginseng extracts with enriched Rh1 may be utilized as a potential biomaterial of functional food for the alleviation of allergic symptoms.

Dynamic Performance Isolation for SLA (SLA를 지원하는 동적 성능 분리 기법)

  • Park, Bum-Joo;Park, Kie-Jin;Kang, Myeong-Koo;Kim, Sung-Soo
    • Proceedings of the Korean Information Science Society Conference
    • /
    • 2006.10a
    • /
    • pp.214-217
    • /
    • 2006
  • 본 논문에서는 사용자 계층별 요청률에 따라 웹 서버 컴퓨팅 노드들의 성능 분리를 동적으로 수행하는, 퍼지 이론을 적용한 웹 서버 성능 분할 기법에 관하여 논하였다. 제안된 기법은 컴퓨팅 노드의 현재 부하량, 사용자 계층별 요청률을 퍼지 입력 변수(Fuzzy Variables)로 하여, 애매모호한 노드의 정량적 부하를 정성적으로 표현할 수 있도록 하였으며, 이를 통해 계층별 요청률이 급격한 변화에 대응하여, 계층별 요청을 처리하는 담당 노드의 수를 동적으로 조절할 수 있게 하였다. 제안된 기법에 대한 성능분석을 통해 퍼지정리를 활용한 기법이, 이를 사용하지 않은 기법에 비해 우수한 응답시간 성능을 보여주고 있음을 검증하였다.

  • PDF

Guidelines of Designing LRB for a Seismically Excited Cable-Stayed Bridge (지진 하중을 받는 사장교를 위한 납고무 받침의 설계 기준 제안)

  • 이성진;박규식;김운학;이인원
    • Proceedings of the Earthquake Engineering Society of Korea Conference
    • /
    • 2003.09a
    • /
    • pp.326-333
    • /
    • 2003
  • Most long-span bridges such as a cable-stayed bridges have a number of long-period modes due to the flexibility, thus the design concept extending the natural period of structures using base isolation system may be difficult to use directly to these structures. But, the effectiveness of LRB for cable-stayed bridges is indicated in several papers. In this study, the guidelines of designing LRB for a seismically excited cable-stayed bridge using benchmark cable-stayed bridge are presented. The design properties of LRB are chosen that the design index(DI) is minimized or little changed for variation of properties. And the seismic performance of designed LRB is also investigated. The consequences show that the perforamnce of designed LRB is better than that of simply designed LRB for several history earthquakes. Moreover, the design properties of LRB are researched to several diffrent dominant frequency of earthquake. The results present that the plastic and elastic stiffness of LRB are affected by the dominant frequency of earthquake.

  • PDF

Structural Design of Mid-Story SI Tall-building with RC Frame Placed on Steel Structure

  • Isobe, Tomonobu;Aono, Hideshi
    • International Journal of High-Rise Buildings
    • /
    • v.10 no.3
    • /
    • pp.173-178
    • /
    • 2021
  • In this paper we introduce Shinagawa HEART, located in Shinagawa district, Tokyo. It is a mixed-use building with residences on the upper floors, offices on the lower floors, and commercial uses on the first and second floors, and is intended to meet the various needs of a building on the border between residential and commercial areas. The upper floors of the building are made of reinforced concrete, while the middle and lower floors are made of steel with CFT columns. First, an overview of the structural plan of the building is presented. Next, the adoption of the middle layer seismic isolation and the switch between the lower steel structure and the upper reinforced concrete structure, which are the features of this building, are explained. Finally, the construction method adopted to achieve the design performance is explained.

Leakage Signal Canceller and Adaptive Algorithm in Millimeter-Wave Seeker (밀리미터파 탐색기 내 누설신호 상쇄기 및 적응형 알고리즘에 관한 연구)

  • Park, Ji An;Song, Sung Chan
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
    • /
    • v.30 no.1
    • /
    • pp.88-94
    • /
    • 2019
  • A leakage canceller and adaptive algorithm for FMCW Radar is presented. Because a strong leakage signal causes various problems in the transceiver and digital processor, specific FMCW radars are in need of a leakage canceller. The leakage canceller has an adaptive structure and the algorithm calculates the prediction vector and learns the adaptive coefficient simultaneously. The proposed algorithm an improvement of 10 dB in the cancellation performance.

Application of Hybrid Structural System Using Coupled Vibration Control Structure and Seismic Isolated Structure in High-Rise Building

  • Nakajima, Shunsuke
    • International Journal of High-Rise Buildings
    • /
    • v.10 no.3
    • /
    • pp.219-227
    • /
    • 2021
  • This building is a forty-eight story, 170 meters high multiple dwelling house with Dual Frame System (DFS), a coupled vibration system connecting two independent structures with hydraulic dampers. Generation of large deformation between two structures during earthquakes contributes to make the hydraulic dampers effective. To improve the aseismic performance more, this building adopts DFS hybrid system that consists of DFS and base isolation system. About typical floors, columns and beams are constructed with LRV precast concrete method that shorten the construction period greatly by integrating column-beam joints in column members.

Botanical features and ethnopharmacological potential of Leonotis nepetifolia (L.) R. Br: a review

  • Gang, Roggers;Kang, Youngmin
    • Journal of Plant Biotechnology
    • /
    • v.49 no.1
    • /
    • pp.3-14
    • /
    • 2022
  • Leonotis nepetifolia (L.) R. Br, commonly called dagga, klip dagga, or lion's ear, has been used to effectively treat various diseases and other health problems for a long time because of its antimicrobial, anti-inflammatory, antioxidant, and analgesic activities. Several studies have attributed these biological activities to L. nepetifolia's constituent secondary metabolites, such as alkaloids, phenolics, flavonoids, tannins, steroids, glycosides, coumarins, anthocyanins, and saponins. This review aims to examine the evidence-based ethnopharmacological uses of L. nepetifolia in the treatment of bronchial asthma, diarrhea, skin diseases, malaria, burns, cancer, diabetes mellitus, and rheumatism. However, although L. nepetifolia has great potential to treat these diseases, further isolation and identification of its therapeutic phytochemical constituents are required. In addition, the performance of its extracts and phytochemicals should be thoroughly tested in preclinical and clinical trials in order to ascertain their safety and efficacy, which will prove valuable in developing new medicines.

Development of Compression-Only Bridge Seismic Reinforcement Method (압축전담 교량 내진보강공법 개발 연구)

  • Jang, Yoo-Sik;Yoon, Won-Sub;You, Kwang-Ho
    • Journal of the Korean Society of Industry Convergence
    • /
    • v.25 no.6_3
    • /
    • pp.1221-1230
    • /
    • 2022
  • In this study, a seismic reinforcement method was studied to improve the seismic performance of aged bridges. The construction method developed in this study is a compression-only bridge seismic reinforcement method, and has excellent economic feasibility and workability compared to existing construction methods. In the case of aged bridges, there was an advantage that could compensate for the disadvantages that it was difficult to apply the existing reinforcement method. For the newly developed method, the effect of reinforcement was analyzed through resin analysis. As a result of the analysis, when the reinforcement was applied, the axial reinforcement effect was excellent, and the field applicability was excellent as it showed better results than the existing seismic isolation backing method.