• 제목/요약/키워드: structure system

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면진 트러스-아치 구조물의 지진거동 분석 (The Seismic Behavior of the Truss-Arch Structure with Seismic Isolation)

  • 김기철;김광일;강주원
    • 한국공간구조학회논문집
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    • 제8권2호
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    • pp.73-84
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    • 2008
  • 지진에 의한 구조물의 응답을 저감시키기 위하여 내진, 면진, 제진 등 다양한 장치가 사용되고 있으며 그 중에서 면진장치는 구조물로 전달되는 지진에너지를 최소화하기 위한 시스템으로 그 주된 목적은 구조물의 주기를 길게 만들어 지진파의 탁월주기를 벗어나게 하는 것이다. 본 연구에서는 대공간구조물의 기본적인 동적특성을 가지고 있으며 동시에 가장 간단한 구조이기도 한 아치에 납-고무면진장치와 마찰진자면진장치를 적용하여 지진거동을 분석하였다. 대공간구조물의 지진거동은 일반적인 골조구조물의 지진거동과 달리 수평지진에 의하여 수직방향으로 큰 지진응답이 나타나고 있다. 면진장치를 대공간 구조물에 적용할 경우에 수평지진하중에 의하여 수평방향 지진응답이 저감되는 것은 물론 면진장치의 수직강성으로 인하여 수직응답도 현저하게 저감되는 것을 알 수 있었다.

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Intelligent Hybrid Modular Architecture for Multi Agent System

  • Lee, Dong-Hun;Baek, Seung-Min;Kuc, Tae-Yong;Chung, Chae-Wook
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2004년도 ICCAS
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    • pp.896-902
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    • 2004
  • The purpose of the study of multi-robot system is to realize multi-robot system easy for the control of robot system in case robot is adapted in the complicated environment of task structure. The purpose of the study of multi-robot system is to realize multi-robot system easy for the control of robot system in case robot is adapted in the complicated environment of task structure. To make real time control possible by making effective use of recognized information in this dynamic environment, suitable distribution of tasks should be made in consideration of function and role of each performing robots. In this paper, IHMA (Intelligent Hybrid Modular Architecture) of Intelligent combined control architecture which utilizes the merits of deliberative and reactive controllers will be suggested and its efficiency will be evaluated through the adaptation of control architecture to representative multi-robot system.

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A decision support system for diagnosis of distress cause and repair in marine concrete structures

  • Champiri, Masoud Dehghani;Mousavizadegan, S.Hossein;Moodi, Faramarz
    • Computers and Concrete
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    • 제9권2호
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    • pp.99-118
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    • 2012
  • Marine Structures are very costly and need a continuous inspection and maintenance routine. The most effective way to control the structural health is the application of an expert system that can evaluate the importance of any distress on the structure and provide a maintenance program. An extensive literature review, interviews with expert supervisors and a national survey are used to build a decision support system for concrete structures in sea environment. Decision trees are the main rules in this system. The system input is inspection information and the system output is the main cause(s) of distress(es) and the best repair method(s). Economic condition, severity of distress, distress situation, and new technologies and the most repeated classical methods are considered to choose the best repair method. A case study demonstrates the application of the developed decision support system for a type of marine structure.

Rapid Design Method and System Development for Aircraft Wing Structure

  • Tang, Jiapeng;Han, Jing;Luo, Mingqiang
    • International Journal of Aeronautical and Space Sciences
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    • 제17권1호
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    • pp.45-53
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    • 2016
  • This work is mainly done by too many manual operations in the aircraft structure design process resulting in heavy workload, low efficiency and quality, non-standardized processes and procedures. A top-down associated design method employing the template parametric technology is proposed here in order to improve the quality of design and efficiency of aircraft wing structure at the preliminary design stage. The appropriate parametric tool is chosen and the rapid design system of knowledge-driven aircraft wing structure is developed. First, a skeleton model of aircraft wing structure is rapidly built up through the template encapsulated design knowledge. Associated design is then introduced to realize the association between the typical structural part and skeleton model. Finally, the related elements are referenced from skeleton model, and a typical structural part reflecting an automatic response for design changes of the upstream skeleton model is quickly constructed within the template. The rapid design system proposed and developed in this paper is able to formalize the design standardization of aircraft wing structure and thus the rapid generation of different aircraft wing structure programs and achieve the structural design knowledge reuse as well.

지반-구조물 상호작용 효과를 고려한 지진격리시스템이 적용된 원전 격납건물의 지진 취약도 평가 (Seismic Fragility Evaluation of Isolated NPP Containment Structure Considering Soil-Structure Interaction Effect)

  • 임승현;정형조;김민규;최인길
    • 한국지진공학회논문집
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    • 제17권2호
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    • pp.53-59
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    • 2013
  • Several researches have been studied to enhance the seismic performance of nuclear power plants (NPPs) by application of seismic isolation. If a seismic base isolation system is applied to NPPs, seismic performance of nuclear power plants should be reevaluated considering the soil-structure interaction effect. The seismic fragility analysis method has been used as a quantitative seismic safety evaluation method for the NPP structures and equipment. In this study, the seismic performance of an isolated NPP is evaluated by seismic fragility curves considering the soil-structure interaction effect. The designed seismic isolation is introduced to a containment building of Shin-Kori NPP which is KSNP (Korean Standard Nuclear Power Plant), to improve its seismic performance. The seismic analysis is performed considering the soil-structure interaction effect by using the linearized model of seismic isolation with SASSI (System for Analysis of Soil-Structure Interaction) program. Finally, the seismic fragility is evaluated based on soil-isolation-structure interaction analysis results.

Seismic equivalent linear response of a structure by considering soil-structure interaction: Analytical and numerical analysis

  • Maroua Lagaguine;Badreddine Sbartai
    • Structural Engineering and Mechanics
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    • 제87권2호
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    • pp.173-189
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    • 2023
  • For a given structural geometry, the stiffness and damping parameters of the soil and the dynamic response of the structure may change in the face of an equivalent linear soil behavior caused by a strong earthquake. Therefore, the influence of equivalent linear soil behavior on the impedance functions form and the seismic response of the soil-structure system has been investigated. Through the substructure method, the seismic response of the selected structure was obtained by an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom. Also, the dynamic response of the soil-structure system for a nonlinear soil behavior and for the two types of impedance function forms was also analyzed by 2D finite element modeling using ABAQUS software. The numerical results were compared with those of the analytical solution. After the investigation, the effect of soil nonlinearity clearly showed the critical role of soil stiffness loss under strong shaking, which is more complex than the linear elastic soil behavior, where the energy dissipation depends on the seismic motion amplitude and its frequency, the impedance function types, the shear modulus reduction and the damping increase. Excellent agreement between finite element analysis and analytical results has been obtained due to the reasonable representation of the model.

Fabrication of Hierarchical Nanostructures Using Vacuum Cluster System

  • Lee, Jun-Young;Yeo, Jong-Souk
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2012년도 제43회 하계 정기 학술대회 초록집
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    • pp.389-390
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    • 2012
  • In this study, we fabricate a superhydrophobic surface made of hierarchical nanostructures that combine wax crystalline structure with moth-eye structure using vacuum cluster system and measure their hydrophobicity and durability. Since the lotus effect was found, much work has been done on studying self-cleaning surface for decades. The surface of lotus leaf consists of multi-level layers of micro scale papillose epidermal cells and epicuticular wax crystalloids [1]. This hierarchical structure has superhydrophobic property because the sufficiently rough surface allows air pockets to form easily below the liquid, the so-called Cassie state, so that the relatively small area of water/solid interface makes the energetic cost associated with corresponding water/air interfaces smaller than the energy gained [2]. Various nanostructures have been reported for fabricating the self-cleaning surface but in general, they have the problem of low durability. More than two nanostructures on a surface can be integrated together to increase hydrophobicity and durability of the surface as in the lotus leaf [3,5]. As one of the bio-inspired nanostructures, we introduce a hierarchical nanostructure fabricated with a high vacuum cluster system. A hierarchical nanostructure is a combination of moth-eye structure with an average pitch of 300 nm and height of 700 nm, and the wax crystalline structure with an average width and height of 200 nm. The moth-eye structure is fabricated with deep reactive ion etching (DRIE) process. $SiO_2$ layer is initially deposited on a glass substrate using PECVD in the cluster system. Then, Au seed layer is deposited for a few second using DC sputtering process to provide stochastic mask for etching the underlying $SiO_2$ layer with ICP-RIE so that moth-eye structure can be fabricated. Additionally, n-hexatriacontane paraffin wax ($C_{36}H_{74}$) is deposited on the moth-eye structure in a thermal evaporator and self-recrystallized at $40^{\circ}C$ for 4h [4]. All of steps are conducted utilizing vacuum cluster system to minimize the contamination. The water contact angles are measured by tensiometer. The morphology of the surface is characterized using SEM and AFM and the reflectance is measured by spectrophotometer.

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LOCK을 확장한 3차원 단백질 구조비교 및 분석시스템의 설계 및 구현 (Comparison and Analyzing System for Protein Tertiary Structure Database expands LOCK)

  • 정광수;한욱;박성희;류근호
    • 정보처리학회논문지D
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    • 제12D권2호
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    • pp.247-258
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    • 2005
  • 단백질의 구조는 단백질의 기능과 밀접한 연관을 가지고 있으며 단백질 구조비교는 단백질의 모티프와 패밀리를 결정하고 나아가서 그들의 기능을 파악하는데 매우 중요한 역할을 한다. 이 논문에서는 단백질 구조데이터 및 관련된 문헌 데이터의 통합된 데이터베이스를 구축하고 웹 환경에서 질의된 단백질과 유사성 비교를 진행하여 그 결과 및 연관된 문헌데이터를 검색하여 체계적으로 정보를 제공하는 단백질 분석시스템을 제안한다. 제안 시스템을 구축하기 위하여 현재까지 가장 큰 단백질 구조데이터의 저장소인 Protein Data Bank의 플랫파일 데이터에 대해 분석을 진행하고 여기에서 단백질의 구조비교 알고리즘에 필수적인 구조데이터정보를 추출하여 새로운 구조비교에 사용되는 엔트리 플랫 파일을 만들어서 데이터베이스를 구축한다 이러한 엔트리에 연관된 분석정보 데이터는 데이터베이스 스키마를 작성하여 문헌정보 데이터베이스를 구축한다. 따라서 사용자가 인터넷을 통하여 진행한 질의는 구조비교엔진을 통하여 유사부분과 RMSD값이 계산되고 이와 연관된 문헌정보의 검색이 진행된 후 체계적으로 출력화면에 보여준다. 제안 시스템은 기존의 구조비교시스템보다 빠른 검색을 지원하고 더 훌륭한 분석환경을 제공한다.

UWB-RF를 이용한 콘크리트 구조물의 내부 물체 검출 모니터링 시스템 (Internal Object Detection Monitoring System in Reinforced Concrete Structure using UWB-RF)

  • 박대혁;강의선
    • 디지털콘텐츠학회 논문지
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    • 제18권7호
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    • pp.1457-1464
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    • 2017
  • 본 논문에서는 UWB-RF를 이용하여 철근 콘크리트 구조물의 내부 물체 위치를 검출하고 모니터링 할 수 있는 시스템을 소개하고자 한다. 이 시스템은 콘크리트 내부 구조물의 변형을 매질에 대한 투과 특성 및 반사 특성을 이용하여 확인가능하며, 콘크리트 내부 구조물의 철근의 위치를 수치값으로 측정할 수 있다. 이 시스템의 성능을 검증하기 위해서 서로 다른 형태의 시편 3종에 대해서 콘크리트 내부 구성 상태를 분석하고, 구조물의 종류에 따라 측정되는 위치를 확인하기 위하여 구조물의 측정 거리 값을 소프트웨어로써 표현하였다. 그 결과 콘크리트 내에 구조물의 종류에 따라서 ${\pm}1{\sim}4mm$ 이내의 오차 내에서 측정할 수 있음을 확인하였다.

감진계통 지지부가 설치된 기기의 지진해석 (Seismic Response Analysis of Support-Isolated Equipment in Primary Structure)

  • 김영상;이동근
    • 대한토목학회논문집
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    • 제12권2호
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    • pp.35-42
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    • 1992
  • 본 논문에서는 주 구조물 내에 설치된 기기의 지지점에 감진계통을 도입함으로써 지진하중에 대한 기기의 응답감소효과를 연구하였으며, 효율적인 해석을 수행하기 위해 구조물-기기 상호작용 고려 및 축소 행렬방법을 이용한 전산프로그램(KBISAP)을 개발하였다. 지지점에 감전장치가 설치된 기기의 지진하중에 대한 응답감소 효율성을 평가하기 위해 세가지 해석모델, 즉 고정기초구조물 상의 지지점이 고정된 기기, 감진기초구조물 상의 지지점이 고정된 기기 및 고정기초구조물 상의 지지점에 감진계통이 설치된 기기를 채택한 예제해석 결과, 본 논문에서 채택한 방법이 일반적인 고정기초구조물은 물론 감진기초구조물 상에 설치된 기기의 지진하중에 대한 응답감소 보다 더 효율적임을 알 수 있었다. 따라서 본 방법은 기기의 응답감소는 물론 중요한 기기의 안전성 향상에 효과적이다.

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