• 제목/요약/키워드: Modification System

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Behavior factors for mixed reinforced concrete wall and buckling restrained braced frame

  • Hamid Beiraghi;Behdad Abbaspour
    • Structural Engineering and Mechanics
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    • 제86권2호
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    • pp.277-290
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    • 2023
  • A supplementary reinforced concrete wall can be used to improve the seismic behavior of a buckling restrained braced frame as a mixed system. In such a novel system, the total lateral force is resisted by the combination of the RC wall system and the BRBF. There is not enough research on the response modification factor of such a mixed system. This paper investigates the response modification factor, and such relevant factors as ductility reduction factor and over strength factor for a system consisting of reinforced concrete wall and buckling restrained braced frame. To this purpose, nonlinear incremental dynamic analysis as well as static push over analysis are used for 6- to 14-story sample structures. The results show that for mixed considered systems, the mean value of response modification factor varies approximately from 7 to 9.

이중골조시스템으로 설계된 복강판-모듈러 구조물의 반응수정계수에 관한 연구 (Study on the Response Modification Factor for a Lightweight Steel Panel-Modular Structure Designed as a Dual Frame System)

  • 이어진;홍성걸
    • 한국지진공학회논문집
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    • 제15권1호
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    • pp.39-48
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    • 2011
  • 본 연구에서는 복강판-모듈러 시스템과 같이 구조 기준에 명시되지 않은 새로운 시스템의 반응수정계수를 산정하는 절차를 제안하였다. 기본 개념은 구조성능 실험결과를 바탕으로 모델링 된 시스템의 비선형 정적 해석 곡선으로부터 세부 구성요소인 초과강도계수와 연성계수의 도출하고, 단자유도 시스템으로 간주하고 평가된 반응수정계수를 다자유도 동적 거동을 고려한 다자유도 밑면전단 수정계수로 수정하여 시스템의 최종적인 반응수정계수를 결정하는 것이다. 제안한 절차에 따라 이중골조시스템으로 설계된 2층부터 5층까지의 복강판-모듈러 시스템에 대해 평가한 결과, 최종적인 반응수정계수는 5층(층고 4m기준)을 복강판-모듈러 시스템의 적용 가능한 층수의 상한으로 하여 4로 결정하는 것이 타당할 것으로 판단하였다.

폭발 하중을 받는 구조물의 소성 범위를 고려한 비선형 단자유도 시스템의 수정계수 개발 (Development of Modification Coefficient for Nonlinear Single Degree of Freedom System Considering Plasticity Range for Structures Subjected to Blast Loads)

  • 임태훈;이승훈;김한수
    • 한국전산구조공학회논문집
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    • 제37권3호
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    • pp.179-186
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    • 2024
  • 본 논문에서는 충격파 형태의 폭발 하중을 받는 부재의 소성 범위를 고려한 SDOF 해석의 수정계수를 개발하였다. SDOF 해석의 수정계수는 MDOF 해석 결과 값을 비교하여 도출하였다. SDOF 해석에 영향을 미치는 매개변수로 부재의 경계조건, 폭발 하중 지속시간과 고유주기 비를 선정하였다. 수정계수는 탄성 하중-질량 변환 계수를 기준으로 산정하였다. 수정계수 곡선은 상한, 하한 매개변수 경계 사이에 있도록 타원 방정식을 이용하여 도출하였다. 서로 다른 단면과 경계조건을 가지는 예제에 수정계수를 적용한 결과 SDOF 해석의 오차율이 15%에서 3%로 감소하였다. 본 연구의 결과는 수정계수를 적용하여 SDOF 해석의 정확도를 높임에 따라 폭발 해석에 널리 활용될 수 있다.

Impact of time and frequency domain ground motion modification on the response of a SDOF system

  • Carlson, Clinton P.;Zekkos, Dimitrios;McCormick, Jason P.
    • Earthquakes and Structures
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    • 제7권6호
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    • pp.1283-1301
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    • 2014
  • Ground motion modification is extensively used in seismic design of civil infrastructure, especially where few or no recorded ground motions representative of the design scenario are available. A site in Los Angeles, California is used as a study site and 28 ground motions consistent with the design earthquake scenario are selected. The suite of 28 ground motions is scaled and modified in the time domain (TD) and frequency domain (FD) before being used as input to a bilinear SDOF system. The median structural responses to the suites of scaled, TD-modified, and FD-modified motions, along with ratios of he modified-to-scaled responses, are investigated for SDOF systems with different periods, strength ratios, and post-yield stiffness ratios. Overall, little difference (less than 20%) is observed in the peak structural accelerations, velocities, and displacements; displacement ductility; and absolute accelerations caused by the TD-modified and FD-modified motions when compared to the responses caused by the scaled motions. The energy absorbed by the system when the modified motions are used as input is more than 20% greater than when scaled motions are used as input. The observed trends in the structural response are predominantly the result of changes in the ground motion characteristics caused by modification.

객체 지향 프로그램에서 클래스 재사용성 측정 모델링 (Modeling for Measurement of Class Reusability in Object-Oriented Programs)

  • 윤희환;구연설
    • 한국정보처리학회논문지
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    • 제6권3호
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    • pp.580-588
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    • 1999
  • The reuse of software components from existing software system enhances productivity and reliability, decreases the cost of production in software development. The extraction of software components with high reusability from existing software system is very important in software reuse. The reuse of a class is classified into white-box reuse to reuse with modification and black-box reuse to reuse without modification. A class has the property of procedural language and object-oriented language. Therefore, it must measure reusability in consideration of two properties. In black-box reuse, independence of class is important quality. It can quantify through information hiding, coupling between objects, cohesion, etc. In white-box reuse, modification is the best important quality. It can quality through class complexity, coupling, cohesion, documentation, etc. We propose a new model for measurement of class reusability and the measure criteria in object-oriented program. A class that is measured by proposed model can judge whether the reuse with modification has the advantage or the reuse without modification has the advantage.

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3차원 자유곡면을 갖는 금형의 초기및 수정가공을 위한 컴퓨터 이용기술 (Computer application techniques of initial and modification machining for dies with 3-Dimensional scluptured surfaces)

  • 박정현;손주리;박삼진
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1988년도 한국자동제어학술회의논문집(국내학술편); 한국전력공사연수원, 서울; 21-22 Oct. 1988
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    • pp.273-278
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    • 1988
  • This paper represents the computer application techniques of initial and modification machining for dies with 3-dimensional scluptured surfaces. All procedures from die design to die machining and measurement are covered. The component of modelling is data management and modification (extrapolation and smoothing), surface modelling, and nc program preparation. Also this paper introduces the utility for successful and efficient operation of system such as map generation, data communication, tool path verification, contour map generation, graphic processing of extrapolation and smoothing results, and CAD/CAM system interface. Examples are given to illustrate the modelling.

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치형수정된 기어구동계의 비선형 동특성 해석 (Nonlinear Dynamic Characteristics of Gear Driving System with Tooth Modification)

  • Cho, Yun-Su;Park, Yeon-Sun
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문초록집
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    • pp.311.1-311
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    • 2002
  • To reduce the vibration of a gear driving system, the modification of gear tooth from the orignal involute gear profile is usually done in gear manufacturers. The quantity of the tooth modification has been decided on the basis of the intereference between two gear teeth during gear meshing and the elastic deformation due to loading. (omitted)

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마찰 표면개질 시스템 개발 및 공정인자의 영향 평가 (Development of Friction Surface Modification System and Evaluation to the Effect of Process Parameter)

  • 천창근;장웅성;노중석;정태휘;조중선
    • Journal of Welding and Joining
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    • 제24권1호
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    • pp.43-49
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    • 2006
  • This paper describes the friction surface modification which has been successfully developed with the friction stir welding recently There are several problems including just position control and backlash in conventional friction surface modification system. Therefore it has been developed the friction surface modification system which has been controlled precisely both position and force by driving hydraulic cylinder in this paper. The mechtrode rotation speed(N) and feeding speed(Vz), travel speed(Vx,y) are of critical importance for the width and thickness of the coating in friction surfacing process. But there is no theoretical method of determining interrelations between process parameters affect the coating width and thickness. As a result of DOE(design of experiment) with developed system, the coating thickness and width seemed to decrease according to increase the mechtrode rotation speed(N) and traveling speed(Vx,y), to decrease feeding speed(Vz) apparently. However as the result of regression analysis the main effect was only the mechtrode rotation speed in the coating thickness.

Total Body Modification(TBM) 기법에 관한 고찰 (The Study of Total Body Modification (TBM) Technique System)

  • 신병철;우영민
    • 척추신경추나의학회지
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    • 제1권1호
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    • pp.61-71
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    • 2006
  • Objectives : To introduce Total Body Modification(TBM) technique system developed by Dr. Victor Frank DC, DO, ND through combining chiropractic manipulation with osteopathy, acupuncture meridian system, and naturopathy based on his long-time clinical experiences and insights. Methods : After investigating the art, philosophy and science of TBM thechnique, and applying TBM practice under private clinical situation, we compared It with Chuna Korean manual medicine and oriental medicine system. Results : This system deals with correcting human body's functional physiology to potentiate in a favorable manner. TBM uses a neuromuscular reflex test and body access meridian points to tap into the body's biocomputer and read functional programs. Corrections are usually made by means of special respiratory spinal adjustment, cranial, soft tissue, or specific joint manipulation. Conclusions : We found similarities between TBM and Chuna system in the view of Korean Traditional meridian concept. The special combinations and sequences of various alarm points and associated points have clinical effects on the treatment of chronic spinal subluxation pattern. This suggests TBM has significance In the point of the future evolution of Chuna manual medicine in Korea.

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거대 구조물의 국부진동계의 등가계 산출과 이를 이용한 최적구조변경법 (A study on the estimation of an equivalent system of a local vibration system of a huge structure and the Optimum Structural Modification Method)

  • 황문주;박석주;이기문
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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    • pp.364-369
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    • 1997
  • It is very difficult to execute the vibration analysis of a huge structure, which takes up much time and expense. In this paper we intend to make the equivalent system of a local vibration system of a huge structure with a view to improving the dynamic characteristics and reducing time and expense. First of all, upper deck structure model is maded. And we perform the vibration analysis by the Substructure Synthesis Method and execute the exciting test for the upper deck structure model, and observe the coincidences of two results to confirm the reliability of the analyzing tools used. To make the equivalent system, we give boundary condition to sub-structure that want to be modified and execute the Sensitivity Analysis Method and the Optimum Structural Modification Method. And we execute the structural modification of the equivalent system.

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