• 제목/요약/키워드: Structure

검색결과 90,476건 처리시간 0.071초

PROLONGATIONS OF G-STRUCTURES IMMERSED IN GENERALIZED ALMOST r-CONTACT STRUCTURE TO TANGENT BUNDLE OF ORDER 2

  • Khan, Mohammad Nazrul Islam;Jun, Jae-Bok
    • 충청수학회지
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    • 제31권4호
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    • pp.421-427
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    • 2018
  • The aim of this study is to investigate the prolongations of G-structures immersed in the generalized almost r-contact structure on a manifold M to its tangent bundle T(M) of order 2. Moreover, theorems on Hsu structure, integrability and (${F\limits^{\circ}},\;{{\xi}\limits^{\circ}}{{\omega}\limits^{\circ}}_p,\;a,\;{\epsilon}$)-structure have been established.

납고무받침 면진장치와 마찰진자 면진장치에 의한 트러스-아치 구조물의 지진거동 비교 (The Seismic Behavior of the Truss-Arch Structure by Lead Rubber Bearing and Friction Pendulum System with Seismic Isolation)

  • 김기철;석근영;강주원
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.374-379
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    • 2008
  • The purpose of seismic isolation system among them 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.

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Seismic retrofit of a framed structure using damped cable systems

  • Naeem, Asad;Kim, Jinkoo
    • Steel and Composite Structures
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    • 제29권3호
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    • pp.287-299
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    • 2018
  • The purpose of this study is to investigate the effectiveness of damped cable systems (DCS) to mitigate the earthquake-induced responses of a building frame structure. The seismic performance of the DCS is investigated using the fragility analysis and life cycle cost evaluation of an existing building retrofitted with the DCS, and the results are compared with the structure retrofitted with conventional fluid viscous dampers. The comparison of the analysis results reveals that, due to the self-centering capability of the DCS, residual displacement approximately reaches to zero for the structure retrofitted with the DCS. The fragility analysis shows that the structure retrofitted with the DCS has the least probability of reaching the specific limit states compared to the bare structure and the structure with the conventional fluid viscous damper (VD), especially under the severe ground motions. It is also observed that both the initial and the life cycle costs of the DCS seismic retrofitting technique is lesser compare to the structure retrofitted with the VD.

부산종합운동장 주경기장 케이블 지붕구조물의 시공 (Construction of Cable Roof Structure for Pusan Main Stadium)

  • 이주영;유상현
    • 한국공간구조학회논문집
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    • 제2권1호
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    • pp.51-58
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    • 2002
  • Construction of roof structure, cable suspended structure, for Pusan main stadium is adapted a lifting method that is VSL lifting system. 5 processes are practiced for erection of the roof structure including the first lifting process for erection of upper cables and the second lifting process for erection of lower cables. Since all cables of this roof structure with two open spelter sockets are determined their length, some cable were wrong length, he roof structure would be unstable. But, At complete of erection for the roof structure each cable is attained to theoretical tension force with average 4% errors.

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전동차 구조체의 구조해석 연구 (Structure Analysis of Body Structure for Electrical Multiple Unit)

  • 윤성철;백광선;권성태;김명룡
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2004년도 추계학술대회 논문집
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    • pp.1335-1338
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    • 2004
  • This paper describes the result of structure analysis of body structure. The purpose of the analysis is to evaluate an safety which body structure shall be considered fully sufficient rigidity so as to satisfy proper system function under maximum load and operating condition. Material of body structure applied an aluminum alloy. Body structure consist of side frame, under frame, roof frame, end frame. FEM analysis is based on 'Performance Test Standard for Electrical Multiple Unit, noticed by Ministry of Construction & Transportation, in 2000 ' and reference code is JIS E 7105. The analysis results have been very safety and stable for design load conditions.

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지반-구조물 상호작용을 고려한 장대교량의 동적 거동 (Dynamic Behavior of a Long-Span Bridge Considering Soil-Structure Interaction)

  • 임채민;박장호;신영석
    • 한국안전학회지
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    • 제19권2호
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    • pp.119-124
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    • 2004
  • The effect of soil-structure interaction becomes important in the design of civil structures such as long-span bridges, which are constructed in the site composed of soft soil. Many methodologies have been developed to account for the proper consideration of soil-structure interaction effect. However, it is difficult to estimate soil-structure interaction effect accurately becaused of many uncertainties. This paper presents the results of study on soil-structure interaction and dynamic response of a long-span bridge designed in the site composed of soft soil. The effect of the soft soil was evaluated by the use of computer program SASSI and a long-span bridge structure was modeled by finite elements. Dynamic response characteristics of a long-span bridge considering soil-structure interaction wereinvestigated.

복잡한 지층 형상을 고려한 지반-구조물 상호작용 해석 (Analysis of Soil-Structure Interaction Considering Complicated Soil Profile)

  • 박장호
    • 한국안전학회지
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    • 제21권3호
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    • pp.87-93
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    • 2006
  • When a structure is constructed at the site composed of soil, the behavior of a structure is much affected by the characteristics of soil. Therefore, the effect of soil-structure interaction is an important consideration in the design of a structure at the site composed of soil. Precise analysis of soil-structure interaction requires a proper description of soil profile. However, most of approaches are nearly unpractical for soil exhibiting material discontinuity and complex geometry since those cannot consider precisely complicated soil profiles. To overcome these difficulties, an improved integration method is adopted and enables to integrate easily over an element with material discontinuity. As a result the mesh can be generated rapidly and highly structured, leading to regular and precise stiffness matrix. The influence of soil profile on the response is examined by the presented method. It is seen that the presented method can be easily used on soil-structure interaction problems with complicated soil profile and produce reliable results regardless of material discontinuities.

SEA법에 의한 선박고체소음의 전파경로에 대한 해석적 연구 (A Study on the Transmission Path of Shipboard Structure-Borne Noise-Using SAE)

  • 현명환;김사수
    • 소음진동
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    • 제6권5호
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    • pp.575-585
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    • 1996
  • In order to build a quiet and comfortable ship, the noise levels on board ship must be predicted at early design stage. Statistical Energy Analysis (SEA) developed by R. H. Lyon has been well known to be the most useful frame work to study the energy flow of noise and vibration in structure. This paper applied this theory to predict the transmission loss of structure-borne noise of model structure and has developed computer program. Components constructions model structure have been all considered as SEA elements. And we also estimated the SEA parameters from the model structure. Using SEA and a new conception of STL, we found the transimission character of structure-borne noise theoretically by the idealized ship model, and then compared the results with three cases.

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게이트 및 기능 레벨 논리 시뮬레이터 (A Gate and Functional Level Logic Simulator)

  • 박홍준;김종성;조순복;신용철;임인칠
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1987년도 전기.전자공학 학술대회 논문집(II)
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    • pp.1577-1580
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    • 1987
  • This paper proposes a gate and functional level logic simulator which can be run on XENIX O.S. The simulator has hierarchical structure including Hardware Description Language compiler, Waveform Description Language compiler, and Simulation Command Language compiler. The Hardware Description Language compiler generates data structure composed of gate structure, wire structure, condition structure, and event structure. Simulation algorithm is composed of selective trace and event-driven methods. To improve simulation speed, Cross Referenced Linked List Structure ia defined in building the data structure of circuits.

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Keats 시(詩)의 구조(構造) (The dramatic structure in Keats' poetry)

  • 박찬조
    • 영어어문교육
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    • 제4호
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    • pp.229-247
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    • 1998
  • Keats is a poet who was in pursuit of 'the beautiful'. He tried to show various structures in his poetry to search for 'eternal pleasure'. These are explained in terms of 'metamorphosis', 'travel structure' and 'metamorphosis patterns', but put together, these can be expressed as simple terms of a dramatic structure. Especially We can assume this dramatic structure is the key to access his poetry on the basis of the fact that Keats always admired the world of drama and respected Shakespeare most. We can see Keats' dramatic structure in his poetry Ode to a Nightingale, Ode on a Grecian Urn. To Autumn and so on, and in these three poems, he was very successful in achieving unique poetic expression by inducing tension structure' through the dramatic structure of Introduction - development - crisis - climax - ending. In conclusion, his poetry achieved success in that he made clear his central theme, the pursuit of a beautiful and happy life through the application of a dramatic structure.

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