• Title/Summary/Keyword: Flexible member

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A Study on the Mechanical and Comfort Performances of the Working Uniform for a Volunteer Fire Brigade Member (의용소방대용 근무복 소재의 역학적 특성 및 쾌적성에 관한 연구)

  • Kwon, Myoung-Sook;Shim, Huen-Sup;Kwon, Jin
    • Journal of the Korean Society of Costume
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    • v.57 no.3 s.112
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    • pp.53-62
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    • 2007
  • The purpose of this study was to investigate mechanical and comfort performances of the material for the improved working uniform for a volunteer fire brigade member, to get basic data for its evaluation and to help its material and design development. The results were as follows; The material of the newly developed working uniform was thinner and lighter than the material of the current used working uniform. It had better breathability, air permeability and heat transmission rate than the current one. It also had superior anti-flammability In all mechanical properties(tensile, bending, shearing, compression and surface properties), it showed better performances than the current one. It elongated and bended easier and more in both warp and weft directions. The elastic recovery and shape stability after elongation were also higher. The recovery and resistance to shearing and the resiliency and recovery after compression were also better than the current one. It was more flexible, softer and smoother in primary hand value, and was more suitable for the material for winter suit which needs softness and fullness in total hand value. The material of the improved working uniform showed lower thermal insulation value and higher evaporative resistance value compared to the material of the currently used working uniform from the sweating thermal manikin test. It was shown that the physical performances and the hand value of the textile material used in the newly developed working uniform for a volunteer fiber brigade member was improved compared to the one used in the currently used working uniform.

Mechanical Performance Evaluation of Rolling Thread Steel Rebar Connection with Taper type Coupler (변단면 전조 가공 철근이음 연결방법의 성능 평가)

  • Jeong, Jin-Hwan;Kim, In-Tae;Kim, Tae-Jin;Lee, Myung-Jin;Ahn, Jin-Hee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.2
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    • pp.40-51
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    • 2015
  • In reinforced concrete structure, rebar connection method should be considered because of its structural role to resist the tensile stress and its structural load transmission with concrete in the concrete structure. Lapped splice and mechanical sleeve type connector have been traditionally used to connect rebar in the concrete structures. In this study, to examine the mechanical and failure behaviors of rebar bar connected by taper type coupler in the concrete member depending on connection type and condition, tensile tests of steel rebar with taper type coupler and flexible loading tests of concrete beams were conducted. Its tensile strength and flexible strength of the rebar connected by taper type coupler were compared and evaluated by mechanical behaviors of rebar. From this study, steel rebar connected by taper type coupler showed it has similar mechanical performance comparing with unconnected rebar, thus taper type coupler can be used in the rebar fabrication of reinforced concrete structure.

A Development of Explicit Algorithm for Stress-Erection Analysis of STRARCH System (스트라치 시스템의 긴장응력해석을 위한 명시적 해석법의 개발)

  • Lee, Kyoung-Soo;Han, Sang-Eul
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.24 no.5
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    • pp.513-520
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    • 2011
  • In this paper, the advanced explicit algorithm is proposed to simulate the stress-erection process analysis of Strarch system. The Strarch(Stressed-Arch) system is a unique and innovative structural system and member prestress comprising prefabricated plane truss frames which are erected by a post-tensioning stress-erection procedure. The flexible bottom chord which have sleeve and gap detail are closed by the reaction force of prestressing tendon. The prestress imposing to the tendon will make the Strarch system to be erected. This post tensioning process is called as "stress-erection process". During the stress-erection process, the plastic rigid body rotation is occurred to the flexible top chord by the excessive amount of plastic strain, and the structural characteristic becomes to be unstable. In this study, the large deformational beam-column element with plastic hinge is used to model the flexible top chord, and the advanced Dynamic Relaxation method(DRM) are applied to the unstable problem of stress-erection process of Strarch system. Finally, the verification of proposed explicit algorithm is evaluated by analysing the stress-erection of real project of Strarch system.

An Analytical Study on Semi-Rigid Connections of 6-Story Unbraced Steel Structures (6층 비가새 철골구조물의 반강접 접합부에 관한 해석적 연구)

  • Kim, Jin Hyoung;Kang, Suk Bong
    • Journal of Korean Society of Steel Construction
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    • v.11 no.4 s.41
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    • pp.425-433
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    • 1999
  • Structural analysis and design of steel frames is usually conducted under the assumption that beam-to-column connections are either fixed or pinned. In reality, each connection possesses a certain rotational stiffness. In this study, structural analysis program is developed, which takes into account the nonlinear behavior of framed structures including flexibility of semi-rigid connections and member geometric nonlinearity. Effective semi-rigid connections for a 6-story unbraced steel frame are suggested and the effect of flexible connections on the behavior of the structure are studied.

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Form Follows Function - The Composite Construction and Mixed Structures in Modern Tall Buildings

  • Peng, Liu
    • International Journal of High-Rise Buildings
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    • v.3 no.3
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    • pp.191-198
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    • 2014
  • The tall building and super tall building has been a common building type in China, with multiple functions and complex geometry. Composite construction is broadly used in tall building structures and constitutes the mixed structure together with concrete and steel constructions. The mixture of the constructions is purposely designed for specific area based on the analysis results to achieve the best cost-effectiveness. New types of composite construction are conceived of by engineers for columns and walls. Material distribution is more flexible and innovative in the structural level and member level. However the reliability of computer model analysis should be verified carefully. Further researches in the design and build of composite construction are necessary to ensure the success of its application. Composite or Mixture Index is suggested to be used as a performance benchmark.

Design of a Biped Robot Using DSP and FPGA

  • Oh, Sung-nam;Lee, Sung-Ui;Kim, Kab-Il
    • International Journal of Control, Automation, and Systems
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    • v.1 no.2
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    • pp.252-256
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    • 2003
  • A biped robot should be designed to be an effective mechanical structure and have smaller hardware system if it is to be a stand-alone structure. This paper shows the design methodology of a biped robot controller using FPGA(Field Programmable Gate Array). A hardware system consists of DSP(Digital Signal Processor) as the main CPU, and FPGA as the motor controller. By using FPGA, more flexible hardware system has been achieved, and more compact and simple controller has been designed.

Nonlinear Analysis of Hybrid-Typed Cable Structures by Stress Control (장력제어 기법을 이용한 Hybrid형 케이블 구조물의 비선형 시공해석)

  • Jeong, Eul-Seok;Kim, Seung-Deog
    • 한국공간정보시스템학회:학술대회논문집
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    • 2004.05a
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    • pp.123-130
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    • 2004
  • The recent large-spatial structures are frequently made from light-weight structural system and it has a good mechanical efficiency and uses new materials. The large space is made by light-weight structural system using tension members mainly, and generally it is called a soft structure. The cable dome structures which are a soft structures are very flexible, the stresses and nodal coordinates of other members are changed when we control the stress of one member. Therefore, we have to do two kind of works for effective and accurate construction of the cable dome structures. The first work is making a working scenario to complete the final objective form and the second is revising constructional errors occurred in process of the actual works. These works are called constructional analysis. At this time, we have to consider geometric nonlinearity to reflect the sensitivity by the initial stresses of cable dome structures, and constructional analysis comes down to a nonlinear problem after all. In this study, we try to approach the constructional analysis of the cable dome structures using the numerical method, and then verify it.

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The Language Determinant Analysis of Investment Among APEC Member Economies (APEC국가간 언어의 투자 결정요인 분석)

  • Shen, Zhi-Feng;Kim, Tae-In
    • Asia-Pacific Journal of Business
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    • v.7 no.2
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    • pp.61-76
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    • 2016
  • This study aims to establish ways of how languages are used as determination factors for investment decisions among Asian countries where used languages are diversified. According to the analysis result, language segmentation of the investing country increases investment whereas the language segmentation of the invested countries is analyzed as the decreasing factor of investment. Also, it is analyzed that the further the linguistic distance between the investing country and the invested country the more investment increases. In the aspects of approached language distance and investment time selection, along with the increased linguistic distance, the elasticity to foreign direct investment is apprehended to be more flexible than other forms of investment. Such result shows the more segmented the languages of the targeted invested country the more investment cost will increase and therefore the results in linguistic distance can be explained as diversification of the invested country and the result to the forming of bridgehead at the invested area.

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A Study on DRP System for Logistics Improvement - A Case of a Multi-sourcing Logistics System (물류개선을 위한 DRP시스템에 관한 연구 - 복수공급원이 있는 물류시스템을 중심으로-)

  • 장융남
    • Korean Management Science Review
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    • v.11 no.1
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    • pp.73-90
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    • 1994
  • Recently the recongnition of Logistics becomes important to enterpries as a means for improving their competition, but the Korea enterpries falls for far behind in management techniques for analyzing realities and problems in the Logistics compare to the advanced countries. Especially the function of inventory control which is most undeveloped in them should be improved in Korea. Inventory is very important in Logistics, but there exists trade-off between inventory level and customer in the service level. It is difficult to coordinate both the reduction in the inventory level and the enhancement in the service level. Its effective technique is a DRP system. In general, it deals with arborescent distribution network in which a given channel member has a single source of supply. This article aims to present a DRP system, and more a DRP system which is flexible and responsive in the multisourcing, multi-echelon distribution network. Related research issues are discussed. Finally, using a DRP system on logistics and the management performance. So we can help the physical distribution improvement of the Korean enterprises.

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Exploring the Difference in Acceptance of Smart Work among Levels of Leadership Styles

  • Park, Kiho
    • Journal of Information Technology Applications and Management
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    • v.20 no.4
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    • pp.151-164
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    • 2013
  • According to the development of smart technologies such as smart phones, tablet PC, and SNS communication, the necessity of smart work that can change the working environments in organizations has been emphasized. However, while there are many organizations that wish to adopt smart technologies, there are those that have been skeptical until now about its potential success. Leaders may especially have different viewpoints concerning the efficacy and effectiveness of smart work depending on the industries, characteristics of the work, etc. Therefore, this research looks to investigate whether there may be differences between leaders (manager, project manager, supervisor, etc.) and non-leaders (team member, staff, etc.) group in accepting smart working through empirical and exploratory approaches.