• Title/Summary/Keyword: box

Search Result 6,629, Processing Time 0.031 seconds

Structure-antibiotic Acitivity Relationships of Brevinin-1 and Thanatin Containing Rana Box (Rana box를 포함한 Brevinin-1 및 Thanatin의 구조-상생활성 상관관계)

  • 신송엽;강주현;이동건;장소윤;서무열;함경수
    • Microbiology and Biotechnology Letters
    • /
    • v.27 no.6
    • /
    • pp.440-445
    • /
    • 1999
  • In order to investigate structure-antibiotic activity relationships of brevinin-1 and thanatin containing Rana box composed of basic loop formed by disulfide bridge in their arboxy terminus, thanatin, brevinin 1 and their analogues (T-B1, T-B2 and B-T) in which their Rana box sequence exchanged was designed and synthesized by the solid phase method using Fmoc-chemistry. The basic sequence of Rana box of thanatin had more significant effect on both antibacterial and antifungal activity than that of brevinin 1. The tail sequence (QRM) of thanatin was found to be important in its antibacterial and antifungal activity. Rana box sequence of brevinin-1 did not have a significant effect on its antitumor and phospholipid vesicle-aggregating activities. Brevinin-1 showed stronger $\alpha$-helical structure in the membrane-mimicking environment such as SDS micelle than thanatin. A remarkable increase in a-helicity of bervinin-1 plays more important role in antibiotic activity than that of thanatin. Furthermore, antibacterial activity of thanatin against E. coli resulted from the disruptive effect against the outer cell membrane of E. coli.

  • PDF

Evaluation of Defect Types for Characteristic Database Construction of Large Sewage Box Culverts (대형 하수박스암거의 속성 데이터베이스 구축을 위한 결함유형 평가)

  • Han, Sangjong;Song, Homyeon
    • Journal of Korean Society of Water and Wastewater
    • /
    • v.31 no.6
    • /
    • pp.619-628
    • /
    • 2017
  • As the 3D laser scanning technology capable of databaseing large sewage box culverts becomes possible, it is necessary to develop a standardization manual that can clearly distinguish the structural and operational defect types of box culver and analyze the defect data. In this study, we collected and analyzed defects in sewage box culverts of 14,827m in total by selecting three districts in Korea. The major defects were surface damages, and their defect densities were $2.17m^2/m$, $0.27m^2/m$ and $0.10m^2/m$ for aggregate exposure, Steel reinforcement exposure, and Steel reinforcement projecting. In order to support the decision of the box culverment management, it was divided into five grades and each defect code and defect score were allocated. The results of this study are useful for the diagnosis of the sewage box culverts in Korea and it is expected to support a decision making for management.

Freshness Extension of Cucumber packed with Expandable Polystyrene Box (Expandable Polystyrene Box 의 오이의 신선도 유지효과)

  • Park, Hyung-Woo;Kim, Sang-Hee;Park, Jong-Dae
    • KOREAN JOURNAL OF PACKAGING SCIENCE & TECHNOLOGY
    • /
    • v.4 no.2
    • /
    • pp.18-23
    • /
    • 1998
  • Weight loss of cucumber packed with corrugated paperboard box after 7 days storage at 20oC was 4.9%, and those of 20LD, 40LD film and EPS box were 0.8, 0.7, and 0.8%. Total ascorbic acid content of EPS was 15% higher than that of control. Hardness of EPS was also similar trend. Chlorophil content of cucumber packed with EPS box was 21% higher than that of control. Decay of control was 1-2 pieces per box, but the others was not found. Overall appearence of LD, EPS was better than that of control.

  • PDF

Nonlinear Analysis of Prestressed Concrete Box Girder Bridges Using Macro Element (매크로요소를 이용한 프리스트레스트 콘크리트 박스거더 교량의 비선형 해석)

  • Oh, Byung-Hwan;Lee, Myung-Kue
    • Magazine of the Korea Concrete Institute
    • /
    • v.11 no.1
    • /
    • pp.77-87
    • /
    • 1999
  • The conventional design of prestressed concrete box girder bridges has been based on the linear elastic analyses using simplified geometric models. To overcome the restriction involved in the simplifications, a macro element for the rational analysis of prestressed concrete box girder bridges with variable cross sections is incorporated in the present analysis. Through the adoption of nonlinear material models, the behaviour of prestressed box bridges up to ultimate loading stage can be examined. The time dependent material models included in the present macro element code enable to predict the long term behaviour of prestressed concrete box girder bridges. The proposed macro element code with the nonlinear material models and time dependent routines can be efficiently used for the realistic analysis of prestressed concrete box girder bridges with arbitrary shapes.

Correlation between Box Size and Fatigue of the Back Muscles During Lifting Action (들어올리기 동작에서 상자크기와 척추근의 상관관계)

  • Koo H. R.;Lee S. S.;Mun J. H.
    • Journal of Biosystems Engineering
    • /
    • v.29 no.6 s.107
    • /
    • pp.531-538
    • /
    • 2004
  • This study examined the muscle fatigue of the erector spinae according to box size during lifting activity. Ten healthy adult man participated in the experiment for lifting the boxes 10 times with 0.2 lift/s frequency. Bilateral surface EMG (Electomyogtamphy) recordings were made regarding M. (Muscle) Longissimus, M. Iliocostal and M, Multifidus activity throughout lifting working. The median frequency in back muscle fatigue was investigated using power spectral analysis of surface EMG. When the box larger than shoulder width was lifted, the muscle fatigue of M, Multifidus was shown larger than one of the other muscles. Accordingly, the result far M. Multifidus can be applied in optimizing design parameter of box. Also, the standard of box width for box makers have to be below about 420 mm, being average shoulder width of adult male.

Nonlinear Shell Finite Element and Parallel Computing Algorithm for Aircraft Wing-box Structural Analysis (항공기 Wing-box 구조해석을 위한 비선형 쉘 유한요소 및 병렬계산 기법 개발)

  • Kim, Hyejin;Kim, Seonghwan;Hong, Jiwoo;Cho, Haeseong
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.48 no.8
    • /
    • pp.565-571
    • /
    • 2020
  • In this paper, precision and efficient nonlinear structural analysis for the aircraft wing-box model is developed. Herein, nonlinear shell element based on the co-rotational (CR) formulation is implemented. Then, parallel computing algorithm, the element-based partitioning technique is developed to accelerate the computational efficiency of the nonlinear structural analysis. Finally, computational performance, i.e., accuracy and efficiency, of the proposed analysis is evaluated by comparing with that of the existing commercial software.

Behaviors of box-shape steel reinforced concrete composite beam

  • Yang, Chun;Cai, Jian;Wu, Yi;He, Jiangang;Chen, Haifeng
    • Structural Engineering and Mechanics
    • /
    • v.22 no.4
    • /
    • pp.419-432
    • /
    • 2006
  • Experimental studies on the behaviors of box-shape steel reinforced concrete (SRC) composite beams were conducted. Seven 1:3 scale model composite beams were tested to failure. Each of the beams was simply supported at the ends and two concentrated loads were applied at the one-third span and two-thirds span respectively. Experimental results indicate that the flexural strength can be enhanced when the ratio of flexural reinforcements and flange thickness of the shape steel are increased; the shear strength is enhanced with increase of web thickness of the shape steel. Insignificant effects of concrete in the box-shape steel are found on improving the flexural strength and shear strength of the box-shape SRC composite beams, thus concrete inside the box-shape steel can be saved, and the weight of the SRC beams can be decreased. Shear studs can strengthen the connection and co-work effects between the shape steel and the concrete and enhance the shear strength, but stud design for the composite beams should be further improved. Formulas for flexural and shear strength of the composite beams are proposed, and the calculated results are in good agreement with the experimental results. In general, the box-shape SRC composite beam is a kind of ductile member, and suitable for extensive engineering application.

Life-Cycle Cost Optimization of Steel Box Girder Bridges (강상자형교의 생애주기비용 최적설계)

  • 조효남;민대홍;권우성
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.15 no.4
    • /
    • pp.557-566
    • /
    • 2002
  • This paper presents an optimum deck and girder system design for minimizing the life-cycle cost(LCC) of steel box girder bridges. The problem of optimum LCC design of steel box girder bridges is formulated as that of minimization of the expected total LCC that consists of initial cost, maintenance cost and expected retrofit costs for strength, deflection and crack. To demonstrate the cost effectiveness of LCC design of steel box girder bridges, the LCC optimum design is compared with conventional design method for steel box girder bridges. From the numerical investigations, it may be positively stated that the optimum design of steel box girder bridges based on LCC will lead to mote rational, economical and safer design.

Impact of Tweets on Box Office Revenue: Focusing on When Tweets are Written

  • Baek, Hyunmi;Ahn, Joongho;Oh, Sehwan
    • ETRI Journal
    • /
    • v.36 no.4
    • /
    • pp.581-590
    • /
    • 2014
  • This study investigates the impact of tweets on box office revenue. Specifically, the study focuses on the times when tweets were written by examining the impact of pre- and post-consumption tweets on box office revenue; an examination that is based on Expectation Confirmation Theory. The study also investigates the impact of intention tweets versus subjective tweets and the impact of negative tweets on box office revenue. Targeting 120 movies released in the US between February and August 2012, this study collected tweet information on a daily basis from two weeks before the opening until the closing and box office revenue information. The results indicate that the disconfirmation that occurs in relation to the total number of pre-consumption tweets for a movie has a negative impact on box office revenue. This premise suggests that the formation of higher expectations of a movie does not always result in positive results in situations where tweets on perceived movie quality after watching spread rapidly. This study also reveals that intention tweets have stronger effects on box office revenue than subjective tweets.

Dynamic Response of Curved Bridges by Support Arrangement (받침배치에 따른 곡선교의 동적응답에 관한 연구)

  • 김상효;이용선;김태열
    • Proceedings of the Computational Structural Engineering Institute Conference
    • /
    • 2002.04a
    • /
    • pp.185-191
    • /
    • 2002
  • In this study a 3-dimensional analytical model is developed, which can analyses dynamic responses of curved bridges subject to moving vehicles. A 5-axle semi-trailer is modeled to simulate the actual tire forces that are redistributed by vehicle rolling effect due to the centrifugal force. The 1-span curved bridge with two steel box girders is modeled using the frame elements. The dynamic response characteristics of curved box girder bridges are examined and compared for two different support conditions. One is the case that two shoes are arranged at the outer sides of box girders with larger space between the two shoes and the other is that two shoes at the center of each box girder. In the curved bridges, the dynamic effect of moving vehicles influences the reaction force much more than other responses, such as displacement or stress, especially the upward reaction of inner-radius shoes. It is more advantageous for the reaction considering dynamic effect when shoes are arranged further at the outer sides of box girders than when shoes at the center of each box. The shoes for curved bridges with two-box girder system should be arranged to have larger distance.

  • PDF