• Title/Summary/Keyword: Resistant performance

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Improvement of Moisture Resistance of Aqueous Slip-Resistant Adhesive on the Polyethylene Film (폴리에틸렌 필름에서의 수용성 미끄럼 방지 접착제의 내습 특성 개선)

  • Yoon, Young Ki;Cho, Kuk Young;Seol, Wan Ho
    • Korean Chemical Engineering Research
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    • v.48 no.2
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    • pp.193-197
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    • 2010
  • Stretch wrapping processes that are used to the packaging process had a serious problem of high price and treatment of used wraps. On the other hand, slip-resistant adhesive provides the advantage of simple process, low cost, and free from after-use treatment. In this research, adhesion deterioration of aqueous slip-resistant adhesive adhered to polyethylene film under the moisture condition using aqueous slip-resistant adhesive was observed by the Peel Test. Improvement of adhesive property under the moisturizing condition could be obtained by the selection of appropriate additives. As a result, introduction of maltodextrin reduced the deterioration of slip-resistant adhesion owing to the improved moisture resistance and introduction amount of 10 wt% of maltodextrin showed optimal performance.

Development of Threshing Machine for Shatter-Resistant Sesame

  • Lee, Kyou Seung;Noh, Hyun Kwon
    • Journal of Biosystems Engineering
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    • v.40 no.2
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    • pp.110-114
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    • 2015
  • Purpose: A threshing machine for shatter-resistant sesame was designed and developed in this study. Methods: Two types of sesame (shatter-resistant and conventional) were tested using the developed sesame threshing system. Three types of serrated bars were designed and evaluated through performance tests, in terms of the ratio of unthreshed sesame. Results: In the case of conventional sesame, the ratio of unthreshed sesame did not show any difference with bar type or cylinder rotation speed. For shatter-resistant sesame, however, the ratio of unthreshed sesame decreased with increased cylinder rotating speed for all three types of bar. Conclusions: These results are useful for the construction and utilization of an efficient threshing harvester. The type-L bar showed the best result in the energy equation.

Assessing the performance of extraction methods for OSN-based Sybil-resistant trust values (OSN 기반 Sybil-resistant trust value 추출 기법들에 대한 성능평가)

  • Kim, Kyungbaek
    • Proceedings of the Korea Information Processing Society Conference
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    • 2013.05a
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    • pp.534-537
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    • 2013
  • 인터넷상에서 다양한 사용자 및 구성요소로 이루어진 분산시스템은 Sybil Attack 에 취약하다. 최근 온라인 소셜 네트워크(Online Social Network)의 그래프 정보를 사용해, Sybil Attack 에 대응하기 위한 Sybil-resistant value 추출 기법들이 제안되었다. 이 논문에서는 이러한 OSN 기반의 Sybil-resistant value 추출 기법들에 대한 성능을 평가한다. 특히 OSN 그래프의 각 노드들의 이웃 노드 개수 정보에 따른 성능과 Sybil 노드들의 Attack Edge 에 따른 성능을 평가한다. Facebook 에서 추출한 샘플 OSN 그래프를 사용한 성능 평가 분석을 통해, 실제 사용자를 위한 Sybil-resistant value 를 정상적으로 추출하기 위해서는 OSN 그래프 상에서 이웃 노드의 개수가 10 개 이상이어야 한다는 점과, Random Route Tail Intersection 기법이 Sybil 사용자 그룹의 Attack Edge 의 영향을 가장 적게 받는 다는점을 확인 하였다.

Performance-based Wind-resistant Design for High-rise Structures in Japan

  • Nakai, Masayoshi;Hirakawa, Kiyoaki;Yamanaka, Masayuki;Okuda, Hirofumi;Konishi, Atsuo
    • International Journal of High-Rise Buildings
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    • v.2 no.3
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    • pp.271-283
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    • 2013
  • This paper introduces the current status of high-rise building design in Japan, with reference to some recent projects. Firstly, the design approval system and procedures for high-rise buildings and structures in Japan are introduced. Then, performance-based wind-resistant design of a 300 m-high building, Abeno Harukas, is introduced, where building configuration, superstructure systems and various damping devices are sophisticatedly integrated to ensure a higher level of safety and comfort against wind actions. Next, design of a 213 m-high building is introduced with special attention to habitability against the wind-induced horizontal motion. Finally, performance-based wind-resistant design of a 634 m-high tower, Tokyo Sky Tree, is introduced. For this structure, the core column system was adopted to satisfy the strict design requirements due to the severest level of seismic excitations and wind actions.

A Study on the Actual Condition of korean Firefighter's Protective Clothing (한국 소방복 실태에 관한 연구)

  • 김의경;이미식
    • Journal of the Korean Society of Clothing and Textiles
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    • v.21 no.1
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    • pp.93-103
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    • 1997
  • The purpose of this study was to investigate the actual performance of Korean firefighter's clothing through comparisons with protective clothing used in the United State, surveys of firefighter's opinion, and experiments on the material used in Korean firefighter's clothing. The paper presents experimental results as well as ways to improve current standards. The major results are as follows: 1. Korean protective clothing is too thin and too heavy. Thicker, lighter, and more heat- resistant fabric and a lighter trim should be used. 2. Korean protective clothing is not very water-resistant. A Water-resistant outershell and an innerliner which are made of air permeable and water resistant fabric must be used. 3. Korean protective clothing's outershell and innerliner should be made of fabric that is more heat-resistant, flame-resistant, and chemical resistant. 4. Protective clothing should be more brightly colored and its reflective tape should have greater reflectivity to make firefighters more visible. 5. The fastner currently used in Korean protective clothing consists of Velcro, a button, and a D-ring which can not be opened and closed quickly. A better fastener would have just velcro and a zipper. 6. The uniform for Korean firefighters consists of only a protective coat and boots. Protective trousers should be added to the standard uniform. Also, a thermal harrier should be used in winter to protect firefighters from the cold. 7. Korean firefighters should be provided with their own personal sets of protective clothing to ensure a proper fit.

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Improvement of Earthquake-Resistant Performance of R/C Beam-Column Joint Constructed with High-Strength Concrete Subjected to Cyclic Loading (고강도 철근콘크리트 보-기둥 접합부의 내진성능 개선에 관한 실험적 연구)

  • Ha, Gee-Joo;Kim, Jin-Keun;Chung, Lan
    • Magazine of the Korea Concrete Institute
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    • v.4 no.1
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    • pp.135-145
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    • 1992
  • With the increasing tendency to construct high rise reinforced concrete building~i, it is required to use high strength materIals, smaller member sections, and larger reinforcing bars, I t is generally recognized that under severe seismic loads beam column jomts may become more critical structural components than other structural elements. In a ductile momentresistmg reinforced concrete frame, the connection of bearncolumn must be capable of resistll1g the large lateral forces caused by seismic actions, The purpose of this experimental study is to evaluate and ll1vestigate the earthquake resistant perform ance of beam-colurrm subassemblies constructed with high-strength concrete cast by the concrete of com¬pressive strength of 700kg / cm2 subjected to reversed cyclic loadings. New approaches for moving the plastic hinging zone away from the column face and preventing the di¬agonal crack in the joint region are adopted to advance the earthquake-resistant performance of beam-column subassemblies using high-strengh concrete under severe earthquake-type loading. Exper¬imental results indicate that the modified new details which are introduced by intermediate reinforcement in the beam over a specific beam length adjacent to the joint are able to attain the stable hysteretic behavior and the enhancement of earthquake-resistant performance. Keywords: high strength concrete: beam-column Joints; seirnic loads(reversed cyclic loading) : earth¬quake-resistant performance; plastic hinge zone: diagonal crack: intermediate reinforce¬ment ; closed strirrup: hysteretic behavior: enhancement .

Seismic performance evaluation of RC bearing wall structures

  • Rashedi, Seyed Hadi;Rahai, Alireza;Tehrani, Payam
    • Computers and Concrete
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    • v.30 no.2
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    • pp.113-126
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    • 2022
  • Reinforced concrete bearing walls (RCBWs) are one of the most applicable structural systems. Therefore, vulnerability analysis and rehabilitation of the RCBW system are of great importance. In the present study, in order to the more precise investigation of the performance of this structural resistant system, pushover and nonlinear time history analyses based on several assumptions drawing upon experimental research were performed on several models with different stories. To validate the nonlinear analysis method, the analytical and experimental results are compared. Vulnerability evaluation was carried out on two seismic hazard levels and three performance levels. Eventually, the need for seismic rehabilitation with the basic safety objective (BSO) was investigated. The obtained results showed that the studied structures satisfied the BSO of the seismic rehabilitation guidelines. Consequently, according to the results of analyses and the desired performance, this structural system, despite its high structural weight and rigid connections and low flexibility, has integrated performance, and it can be a good option for earthquake-resistant constructions.

Minimum life-cycle cost design of ice-resistant offshore platforms

  • Li, Gang;Zhang, Da-Yong;Yue, Qian-Jin
    • Structural Engineering and Mechanics
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    • v.31 no.1
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    • pp.11-24
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    • 2009
  • In China, the oil and natural gas resources of Bohai Bay are mainly marginal oil fields. It is necessary to build both ice-resistant and economical offshore platforms. However, risk is involved in the design, construction, utilization, maintenance of offshore platforms as uncertain events may occur within the life-cycle of a platform under the extreme ice load. In this study, the optimum design model of the expected life-cycle cost for ice-resistant platforms based on cost-effectiveness criterion is proposed. Multiple performance demands of the structure, facilities and crew members, associated with the failure assessment criteria and evaluation functions of costs of construction, consequences of structural failure modes including damage, revenue loss, death and injury as well as discounting cost over time are considered. An efficient approximate method of the global reliability analysis for the offshore platforms is provided, which converts the implicit nonlinear performance function in the conventional reliability analysis to linear explicit one. The proposed life-cycle optimum design formula are applied to a typical ice-resistant platform in Bohai Bay, and the results demonstrate that the life-cycle cost-effective optimum design model is more rational compared to the conventional design.

An Evaluation of Fire Resistance and Mock-up Test of the Alumino-silicate Fire Resistant Board (알루미노 실리케이트계 내화보드의 내화성능 및 현장적용성 평가)

  • Kim, Doo-Ho;Park, Dong-Cheol;Kim, Woo-Jae;Lee, Sea-Hyun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05b
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    • pp.43-47
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    • 2010
  • The use of high-strength concrete has increased for its excellent structural stability as buildings become higher and bigger than ever before in Korea and overseas recently. The functional requirement of building materials has also been bolstered so for the high -performance, high-quality construction materials to be used more extensively. However, the internal structure of the high-strength concrete is very dense so spalling can be caused during fire. The spalling in turn can cause critical structural damages followed by the fatal consequences, demolition of the building. Therefore, ensuring fire safety for high-rise buildings is assumed to be urgent. Alumino-silicate fire resistant board producing technology has been developed in situations that new materials with excellent fire resistance and easy installation has been sought. The alumino-silicate fire resistant board turned out to exhibit not only fire resistance and excellent physical and dynamical characteristics but also excellent onsite applicability and easy process and transportation after completing Mock-up test. Its excellence as a high-performance building materials was proven.

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A Study on Fire Prevention Capability Performance Evaluation of the Phosphate Flame Retardant Honeycomb Core (인계 난연 허니컴 코아의 방화성능평가에 관한 연구)

  • Moon, Sung-Woong;Lim, Kyung-Bum;Rie, Dong-Ho
    • Fire Science and Engineering
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    • v.24 no.3
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    • pp.72-77
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    • 2010
  • Honeycomb core structure with its excellent stiffness and strength is being utilized in many fields such as interior building material. Because it is inexpensive and renewable, honeycomb paper production is economically and environmentally helpful. However, the paper needs to be fireproofed because it is vulnerable to fire. In this study, we have undergone the performance evaluation process of the honeycomb paper which is widely used as interior material of a fire door and packing material. Four kinds of honeycomb (a honeycomb made of flame-resistant paper; a honeycomb attached with conventional flame-resistant film made in the laboratory; honeycomb impregnated with flame retardant; a honeycomb attached with flame-resistant film after impregnating fire retardant) were used in the study to compare the fire retardant performance. As a result, the honeycomb with impregnated flame retardant showed the highest performance. The flame-resistant film was effective in delaying the igniting time but had a negative effect on the rate of heat and smoke production.