• 제목/요약/키워드: IBS connections

검색결과 4건 처리시간 0.015초

강재 모멘트 골조의 비선형 지진 해석을 위한 IBS 보 요소 (IBS Beam Element for Nonlinear Seismic Analysis of Steel Moment Frames)

  • 김달성;김동성;김기동;고만기
    • 대한토목학회논문집
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    • 제28권2A호
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    • pp.233-242
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    • 2008
  • 본 연구는 지진운동의 영향 하에서 강제 모멘트 골조로 이루어진 post-Northridge(덮개판) 연결부를 갖는 보의 탄성 및 비탄성 거동을 모델하기 위한 부등단면 보(IBS 보) 요소를 제시한다. 덮개판(IBS) 연결부를 갖는 부등단면 보의 탄성강성 매트릭스는 수치적분이 필요치 않은 수식으로 표현된다. 소성모델은 분포형이며 강체링크로 연결된 일련의 비선형 힌지로 구성 되어있고 경화법칙은 단조 및 임의 주기 하중에 대한 비탄성 거동과 국부좌굴의 효과를 고려할 수 있다. 또한 IBS 보 요소에 대한 항복면, 강성 변수, 그리고 경화(혹은 연화) 법칙 변수의 결정과정을 기술하였고 IBS 보 요소의 해석결과를 실험 및 FEM 해석결과와 비교하였다. IBS 보 요소의 해석결과는 실험 및 FEM 결과와 좋은 상관관계를 보였다.

A study on rotational behaviour of a new industrialised building system connection

  • Moghadasi, Mostafa;Marsono, Abdul Kadir;Mohammadyan-Yasouj, Seyed Esmaeil
    • Steel and Composite Structures
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    • 제25권2호
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    • pp.245-255
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    • 2017
  • The performance of an Industrialised Building System (IBS) consists of prefabricated reinforced concrete components, is greatly affected by the behaviour of the connection between beam and columns. The structural characteristics parameters of a beam-to-column connection like rotational stiffness, strength and ductility can be explained by load-rotation relationship of a full scale H-subframe under gravitational load. Furthermore, the connection's degree of rigidity directly influences the behaviour of the whole frame. In this research, rotational behaviour of a patented innovative beam-to-column connection with unique benefits like easy installation, no wet work, no welding work at assembly site, using a hybrid behaviour of steel and concrete, easy replacement ability, and compatibility with architecture was investigated. The proposed IBS beam-to-column connection includes precast concrete components with embedded steel end connectors. Two full-scale H-subframes constructed with a new IBS and conventional cast in-situ reinforced concrete system beam-to-column connections were tested under incremental static loading. In this paper, load-rotation relationship and ratio of the rigidity of IBS beam-to-column connection are studied and compared with conventional monolithic reinforced concrete connection. It is concluded that this new IBS beam-to-column connection benefits from more rotational ductility than the conventional reinforced concrete connection. Furthermore, the semi-rigid IBS connection rigidity ratio is about 44% of a full rigid connection.

A new precast wall connection subjected to monotonic loading

  • Vaghei, Ramin;Hejazi, Farzad;Taheri, Hafez;Jaafar, Mohd Saleh;Ali, Abang Abdullah Abang
    • Computers and Concrete
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    • 제17권1호
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    • pp.1-27
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    • 2016
  • Final construction project cost is significantly determined by construction rate. The Industrialized Building System (IBS) was promoted to enhance the importance of prefabrication technology rather than conventional methods in construction. Ensuring the stability of a building constructed by using IBS is a challenging issue. Accordingly, the connections in a prefabricated building have a basic, natural, and essential role in providing the best continuity among the members of the building. Deficiencies of conventional precast connections were observed when precast buildings experience a large induced load, such as earthquakes and other disasters. Thus, researchers aim to determine the behavior of precast concrete structure with a specific type of connection. To clarify this problem, this study investigates the capacity behavior of precast concrete panel connections for industrial buildings with a new type of precast wall-to-wall connection (i.e., U-shaped steel channel connection). This capacity behavior is compared with the capacity behavior of precast concrete panel connections for industrial buildings that used a common approach (i.e., loop connection), which is subjected to monotonic loading as in-plane and out-of-plane loading by developing a finite element model. The principal stress distribution, deformation of concrete panels and welded wire mesh (BRC) reinforcements, plastic strain trend in the concrete panels and connections, and crack propagations are investigated for the aforementioned connection. Pushover analysis revealed that loop connections have significant defects in terms of strength for in-plane and out-of-plane loads at three translational degrees of freedom compared with the U-shaped steel channel connection.

Dynamic Changes in the Bridging Collaterals of the Basal Ganglia Circuitry Control Stress-Related Behaviors in Mice

  • Lee, Young;Han, Na-Eun;Kim, Wonju;Kim, Jae Gon;Lee, In Bum;Choi, Su Jeong;Chun, Heejung;Seo, Misun;Lee, C. Justin;Koh, Hae-Young;Kim, Joung-Hun;Baik, Ja-Hyun;Bear, Mark F.;Choi, Se-Young;Yoon, Bong-June
    • Molecules and Cells
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    • 제43권4호
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    • pp.360-372
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    • 2020
  • The basal ganglia network has been implicated in the control of adaptive behavior, possibly by integrating motor learning and motivational processes. Both positive and negative reinforcement appear to shape our behavioral adaptation by modulating the function of the basal ganglia. Here, we examined a transgenic mouse line (G2CT) in which synaptic transmissions onto the medium spiny neurons (MSNs) of the basal ganglia are depressed. We found that the level of collaterals from direct pathway MSNs in the external segment of the globus pallidus (GPe) ('bridging collaterals') was decreased in these mice, and this was accompanied by behavioral inhibition under stress. Furthermore, additional manipulations that could further decrease or restore the level of the bridging collaterals resulted in an increase in behavioral inhibition or active behavior in the G2CT mice, respectively. Collectively, our data indicate that the striatum of the basal ganglia network integrates negative emotions and controls appropriate coping responses in which the bridging collateral connections in the GPe play a critical regulatory role.