• 제목/요약/키워드: push-over

검색결과 216건 처리시간 0.026초

Pushover analysis of gabled frames with semi-rigid connections

  • Shooshtari, Ahmad;Moghaddam, Sina Heyrani;Masoodi, Amir R.
    • Steel and Composite Structures
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    • 제18권6호
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    • pp.1557-1568
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    • 2015
  • The nonlinear static analysis of structure, which is under the effect of lateral loads and provides the capacity curve of the structure, is defined as a push-over analysis. Ordinarily, by using base shear and the lateral displacement of target point, the capacity curve is obtained. The speed and ease of results interpretation in this method is more than that of the NRHA responses. In this study, the nonlinear static analysis is applied on the semi-rigid steel gabled frames. It should be noted that the members of this structure are analyzed as a prismatic beam-column element in two states of semi-rigid connections and supports. The gabled frame is modeled in the OpenSees software and analyzed based on the displacement control at the target point. The lateral displacement results, calculated in the top level of columns, are reported. Furthermore, responses of the structure are obtained for various support conditions and the rigidity of nodal connections. Ultimately, the effect of semi-rigid connections and supports on the capacity and the performance point of the structure are presented in separated graphs.

The Effect of External Shocks on Food Price in Indonesia: A VECM Analysis

  • Nurvitasari, Ari;Nasrudin, Nasrudin
    • 산경연구논집
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    • 제8권7호
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    • pp.7-12
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    • 2017
  • Purpose - This research examines the short-run and long-run effect of external shocks (oil price and exchange rate) on domestic food price in Indonesia. Research design, data, and methodology - Three variables are used in this research. The variables are food price index, Rupiah's exchange rate of Indonesia, and crude oil price from 1998 until 2015 using Vector Error Correction Model (VECM). Results - The increasing of oil price and the depreciation of Rupiah's rate push the domestic food price in long-run, but do not impact significantly in short- term. The response of food price to oil prices shock and exchange rate shock are positive and persistent throughout the entire sample period. The exchange rate and oil price shocks have a small proportion explaining for the fluctuations of food price index but increasing over time. Conclusions - The policymaker should concern on solving the problem of oil price increase and depreciation of exchange rate on Indonesia's food price as they are important factors that can affect the price stability. The government should not rely on food imports because the price is strongly influenced by the movements in the exchange rate.

비대칭 초고층건물의 비탄성거동에 관한 연구 (A Study on Inelastic Behavior of an Asymmetric Tall Building)

  • 윤태호;김진구;정명채
    • 한국지진공학회논문집
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    • 제1권3호
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    • pp.37-44
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    • 1997
  • 본 논문에서는 지진하중을 받는 고층건물의 비탄성거동 특히, 층수에 따라 평면이 비대칭적으로 감소하여 발생하는 비틀림거동에 대하여 고찰하였다. 평면의 구조적 비대칭성에 의하여 발생하는 강성의 비대칭은 건물이 지진하중을 받을 때 횡변위 뿐만아니라 비틀림변형을 유발하게 된다. 이러한 비탄성 비틀림거동의 해석은 2차원모델로는 어려우므로 3차원해석이 요구된다. 본 논문에서는 102층의 비정형 초고층건물을 모델로 하여 내진설계규준에 의한 지진하중을 각 층에 가하여 하중의 크기를 증가시켜 정적 탄소성해석을 수행하였는데 비틀림에 의한 영향을 평가하기 위하여 비틀림을 제한한 모델과 그 거동을 비교분석하였다. 해석 결과에 따르면 비대칭건물의 탄소성 거동은 비틀림거동에 의하여 매우 큰 영향을 받는 것으로 나타났다.

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데이터 액세스 확률의 이동 평균을 이용한 하이브리드 데이터 방송 스케줄링 기법 (A Hybrid Data Broadcast Scheduling Scheme Using Moving Average of Data Access Probability)

  • 권혁민
    • 한국인터넷방송통신학회논문지
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    • 제18권5호
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    • pp.131-140
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    • 2018
  • 방송 스케줄링 기법은 데이터 방송 시스템의 성능을 향상시키기 위해서 필수적인 기술이다. 본 논문은 질의의 응답시간을 줄이기 위하여 다중 채널을 통한 데이터 방송의 문제를 연구하여 HDAMA로 명명된 새로운 하이브리드 데이터 방송 스케줄링 기법을 제안한다. 제안된 기법은 푸쉬기반 방송과 풀기반 방송의 장점을 결합하는 전략을 채택한다. HDAMA는 다중 데이터 질의의 특성을 반영하여 액세스 확률의 영향력을 적절하게 제어할 수 있고, 풀 데이터를 비교적 적시에 방송할 수 있기 때문에 질의 응답시간의 성능을 향상시킬 수 있다. 제안된 기법의 성능 평가를 위해 시뮬레이션이 수행되었다. 실험 결과에 따르면, 평균 응답시간의 성능에서 HDAMA는 다른 기법보다 우수한 성능을 보인다.

접촉요소를 적용한 전통목조 도리방향 프레임의 변위이력 시뮬레이션에 관한 연구 (Simulation of displacement history using contact element in traditional wooden frame)

  • 황종국;홍성걸;정성진;이영욱;김남희;배병선
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.421-426
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    • 2006
  • To examine the behaviors of traditional wooden structural frame in Korea in direction of beam, an experimental study was performed. The interior frame of Daewoongjeon of Bongjeongsa was selected as a model, which has two short exterior columns and one high inside column. The experimental frame has 1/2 scale and lateral forces are applied at high inside column by using drift control. The vertical gravity loads are applied on the frame. From the results of experiment it was shown that the stiffness and lateral capacity of the frame was increased when vertical loads are applied and the force-drift relationship in positive load direction was not same as in negative load direction. And push-over analysis are performed by using macro model in which the rotational and shear springs which were derived from the another experiments of subassemblies were used. The numerical analysis with macro model showed a good correspondence with the experiment within 2% story drift.

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발전기 여자기시스템 주제어전원공급장치 국산화 개발 (The Development of EPSM(Exciter Power Supply Module) Localization in Generator Exciter(EX2100) System)

  • 이기선;박정철;추순남
    • 전기학회논문지P
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    • 제65권2호
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    • pp.101-107
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    • 2016
  • The main target in this paper is the localization of VME Type EPSM in Generator Exciter(EX2100) System. Developed EPSM has the compatibility with the existing product in the structure and shape and electrical feature and so on, but it has a much improved capacity and reliability in comparison with origin company product. this paper, to improve these functions, put emphasis on protection, monitoring, power capacity increase(over 120%), an enlarged scale of input voltage supply, AC/DC dual voltage use and so on. After manufacturing product localization, it was carried out several tests for the performance and reliability verification of developed product. These tests were performed in Authorized Inspection Agency(KTL) and field application test and maker self-test were additionally performed. Finally, the results of all tests were "success".

A Shared Channel Design for the Power and Signal Transfers of Electric-field Coupled Power Transfer Systems

  • Su, Yu-Gang;Zhou, Wei;Hu, Aiguo Patrick;Tang, Chun-Sen;Hua, Rong
    • Journal of Power Electronics
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    • 제16권2호
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    • pp.805-814
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    • 2016
  • Electric-field coupled power transfer (ECPT) systems have been proposed as an alternative wireless power transfer (WPT) technology in recent years. With the use of capacitive plates as a coupling structure, ECPT systems have many advantages such as design flexibility, reduced volume of the coupling structure and metal penetration ability. In addition, wireless communications are effective solutions to improve the safety and controllability of ECPT systems. This paper proposes a power and signal shared channel for electric-field coupled power transfer systems. The shared channel includes two similar electrical circuits with a band pass filter and a signal detection resistor in each. This is designed based on the traditional current-fed push-pull topology. An analysis of the mutual interference between the power and signal transmission, the channel power and signal attenuations, and the dynamic characteristic of the signal channel are conducted to determine the values for the electrical components of the proposed shared channel. Experimental results show that the designed channel can transfer over 100W of output power and data with a data rate from 300bps to 120 kbps.

기성시가지 단독주택지의 주거환경 만족도와 거주이동 요인에 관한 연구 (A Study on Residential Satisfaction and Residential Choice: The Case of A Residential Area in the Built-up Area)

  • 임준홍;김한수;이철흠
    • 한국주거학회논문집
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    • 제14권6호
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    • pp.15-22
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    • 2003
  • The regeneration of built-up areas is considered as one of the necessary measures for the effectiveness of urban growth management. In this vein, this study explores how to limit the number of people who leaves the built-up areas and to restore the area with the resident. For this, a residential area of the built-up area is analyzed in terms of why people in that area are moving out of the area and who fills in it after all. This study founds that narrow roads in a residential area and the changes in land use from residential purposes to commercial are major forces that push the people in the built-up area. In addition, the lack of welfare facilities, the pavement of roads, and pedestrian roads. education. crime. the lack of interaction between neighbors, and the quality of housing are all emerged contributing the loss of people in the built-up areas. It is recommended that all the factors here should be restored in an appropriate way. Another finding is that those who fill in the built-up area are largely over 50, self-employed, comparably wealthy, and having their own families. Hence, it is advised that the built-up area would be rearranged in order to attract those type of people in there.

GSM대역 5 W급 전류 모드 D급 전력증폭기의 설계 (Design of 5 W Current-Mode Class D RF Power Amplifier for GSM Band)

  • 서용주;조경준;김종헌
    • 한국전자파학회논문지
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    • 제15권6호
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    • pp.540-547
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    • 2004
  • 본 논문에서는 900 MHz대역에서 70 % 이상의 고효율을 갖는 전류 모드 D급 전력증폭기를 설계, 제작하였다. 푸시-풀 B급 전력증폭기의 구조를 기초로 하여 병렬 고조파 컨트롤 회로를 적용하여, 기존 D급 전력증폭기의 큰 손실 요인이었던 소자 내 커패시턴스의 충, 방전에 의한 전력 손실을 최소화하였다. 측정결과, 900 MHz 대역, 출력전력 3.2 W에서 73 % 전력 부가 효율, 그리고 출력전력 5 W에서 72 % 전력 부가 효율을 각각 얻었으며 DC 전력에 따라 출력의 크기가 선형적으로 변화하는 D급 전력증폭기의 특성을 확인하였다.

Post earthquake performance monitoring of a typical highway overpass bridge

  • Iranmanesh, A.;Bassam, A.;Ansari, F.
    • Smart Structures and Systems
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    • 제5권4호
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    • pp.495-505
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    • 2009
  • Bridges form crucial links in the transportation network especially in high seismic risk regions. This research aims to provide a quantitative methodology for post-earthquake performance evaluation of the bridges. The experimental portion of the research involved shake table tests of a 4-span bridge which was subjected to progressively increasing amplitudes of seismic motions recorded from the Northridge earthquake. As part of this project, a high resolution long gauge fiber optic displacement sensor was developed for post-seismic evaluation of damage in the columns of the bridge. The nonlinear finite element model was developed using Opensees program to simulate the response of the bridge and the abutments to the seismic loads. The model was modified to predict the bent displacements of the bridge commensurate with the measured bent displacements obtained from experimental analysis results. Following seismic events, the tangential stiffness matrix of the whole structure is reduced due to reduction in structural strength. The nonlinear static push over analysis using current damaged stiffness matrix provides the longitudinal and transverse ultimate capacities of the bridge. Capacity loss in the transverse and longitudinal directions following the seismic events was correlated to the maximum displacements of the deck recorded during the events.