• Title/Summary/Keyword: Dissipation pattern

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A Study on the Optimization of Heat Dissipation in Flip-chip Package (플립칩 패키지의 열소산 최적화 연구)

  • Park, Chul Gyun;Lee, Tae Ho;Lee, Tae Kyoung;Jeong, Myung Yung
    • Journal of the Microelectronics and Packaging Society
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    • v.20 no.3
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    • pp.75-80
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    • 2013
  • According to advance of electronic packaging technology, electronic package becomes smaller. Miniaturization of package causes the temperature rise of package. This can degrade life of electronic device and generate the failure of electronic system. In this study, we proposed a new semi-embedded structure with micro pattern for maximizing heat dissipation. A proposed structure showed the characteristics which have maximum temperature lower than $20^{\circ}C$ compared with conventional structure. And also, in view of thermal stress and strain, our structure showed a remarkably low value compared with other ones. We expect that the new structure proposed in this work can be applied to an flip-chip package of the future.

Exterior Joint Behavior of Low-Rise Reinforced Concrete Frame with Non-Seismic Detail (비내진 상세를 가진 저층 R.C조의 외부접합부 거동)

  • 김영문;기찬호;장준호;이세웅;김상대
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04b
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    • pp.481-486
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    • 1998
  • In this paper, elastic and inelastic behavior of exterior joint of moment-resisting R.C frame with non-seismic detail subjected to reversed cyclic lateral load such as earthquake excitations was investigated. 1/2-scals subassemblage exterior beam-column joint including slab was manufactured based on similitude law. Then, pseudo static test under the displacement control was performed. The results of 1)crack pattern and failure mode, 2)degradation stiffness and strength, energy dissipation capacity from load-displacement hysteresis curve, 3)strain of steel were analysed.

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Quasi-Static Test for Seismic Performance of Circular R.C. Bridge Piers Before and After Retrofitting (유리섬유 보강 원형 철근콘크리트 교각의 내진성능에 관한 준정적 실험연구)

  • 정영수;이강균;한기훈;이대형
    • Journal of the Korea Concrete Institute
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    • v.11 no.5
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    • pp.107-118
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    • 1999
  • 10 RC bridge piers have been made on a 1/3.4 scale model, and six piers of them were retrofitted with glassfiber. The have been tested in the quasi-static cyclic load so as to investigate their seismic enhancement before and after retrofitting with glassfibers. The objective of this experimental study is to investigate how to strength the ductility of reinforced concrete bridge piers which have been nonseismically designed and constructed in Korea before 1992. Important test parameters are axial load, load pattern, retrofit type. Glassfiber sheets were used for retrofitting in the plastic hinge region of concrete piers. The nonlinear behavior of bridge columns have been evaluated through their yield and ultimate strength, energy dissipation, displacement ductility and load-deflection characteristics under quasi-static cyclic loads. It can be concluded from the test that concrete piers strengthened with glassfibers have been enhanced for their ductile behavior by approximate 50%.

Seismic Performance Evaluation of Structures Retrofitted with Viscoelastic-Slit Hybrid Dampers (점탄성-슬릿 복합댐퍼로 보강된 건물의 내진성능평가)

  • Kim, Minsung;Xu, Zhaodong;Kim, Jinkoo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.22 no.7
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    • pp.361-367
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    • 2018
  • This study investigates the seismic performance of a hybrid seismic energy dissipation device composed of a viscoelastic damper and a steel slit damper connected in parallel. A moment-framed structure is designed without seismic load and is retrofitted with the hybrid dampers. The model structure is transformed into an equivalent simplified system to find out optimum story-wise damper distribution pattern using genetic algorithm. The effectiveness of the hybrid damper is investigated by fragility analysis of the structure with and without the dampers. The analysis results show that after seismic retrofit the probability of reaching damage states, especially the complete damage state, of the structure turn out to be significantly reduced.

An innovative hardware emulated simple passive semi-active controller for vibration control of MR dampers

  • Zhang, Jianqiu;Agrawal, Anil K.
    • Smart Structures and Systems
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    • v.15 no.3
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    • pp.831-846
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    • 2015
  • Magneto-Rheological (MR) dampers are being used increasingly because of their adaptability to control algorithms and reliability of passive systems. In this paper, an extensive investigation on performance of MR dampers in semi-active and passive modes has been carried out. It is observed that the overall energy dissipation by MR dampers in passive-on modes is higher than that in semi-active modes for most of the competitive semi-active controllers. Based on the energy dissipation pattern, a novel semi-active controller, termed as "Simple Passive Semi-Active Controller", has been proposed for MR dampers. This controller can be emulated by a simple passive hardware proposed in this paper. The proposed concept of controller "hardware emulation" is innovative and can also be implemented for other semi-active devices for control algorithms of certain form. The effectiveness and reliability of the proposed controller has been investigated extensively through numerical simulations. It has been demonstrated that the proposed controller is competitive to or more effective than other widely used / investigated semi-active controllers.

Failure Mechanism for Pull-Out Capacity of Headed Reinforcement (Head Reinforcement 인발강도를 위한 파괴 메캐니즘)

  • 홍성걸;최동욱;권순영
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.233-238
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    • 2002
  • This study presents failure mechanisms for the pull-out strength of headed reinforcement for upper bound solution based on the limit theorem. The failure mechanisms to be presented follow the failure surface pattern of punching shear failure found in the joints of slab with a column. Several failure surfaces of the mechanisms have different characteristics for dissipation works and these mechanisms are able to interpret the role of bar details surrounding headed reinforcement.

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PHRAGMEN-LINDELOF AND CONTINUOUS DEPENDENCE TYPE RESULTS IN GENERALIZED DISSIPATIVE HEAT CONDUCTION

  • Song, Jong-Chul;Yoon, Dall-Sun
    • Journal of the Korean Mathematical Society
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    • v.35 no.4
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    • pp.945-960
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    • 1998
  • This paper is concerned with investigating the asymptotic behavior of end effects for a generalized heat conduction problem with an added dissipation term defined on a three-dimensional semi-infinite cylinder. With homogeneous Dirichlet conditions on the lateral surface of the cylinder it is shown that solutions either grow exponentially or decay exponentially in the distance from the finite end of the cylinder. In particular, to render decay estimate explicit, we pattern after the analysis of Payne and Song [13, 15]. The continuous dependence effect of perturbing the equations parameters is also investigated.

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Design of POSCAG signal decoder for operating time improvement in pager (Pager 동작 시간 향상을 위한 POCSAG Signal Decoder의 설계)

  • 최종문;김영대;한정익
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.22 no.2
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    • pp.361-370
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    • 1997
  • In this paper, we designed POCSAG Signal Decoder to improve operating time in pager. We showed POCSAG Signal Pattern sent by transmitter and operation of this decoder. We also showed that the Pager using this decoder was equipped with Wide Area Signal Detection and designed the hardware which realizes this operation and implemented it with ASIC chip. As we inspected the function of the ASIC chip and tested the performance, we could find that the chip operated in low voltage and that power dissipation was low.

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Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs

  • Seddighi, Mehdi;Barkhordari, Mohammad A.;Hosseinzadeh, S.A.A.
    • Steel and Composite Structures
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    • v.33 no.5
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    • pp.729-746
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    • 2019
  • The nonlinear behavior of single- and multi-story steel plate shear walls (SPSWs) strengthened with three different patterns of fiber reinforced polymer (FRP) laminates (including single-strip, multi-strip and fully FRP-strengthened models) is studied using the finite element analysis. In the research, the effects of orientation, width, thickness and type (glass or carbon) of FRP sheets as well as the system aspect ratio and height are investigated. Results show that, despite an increase in the system strength using FRP sheets, ductility of reinforced SPSWs is decreased due to the delay in the initiation of yielding in the infill wall, while their initial stiffness does not change significantly. The content/type/reinforcement pattern of FRPs does affect the nonlinear behavior characteristics and also the mode and pattern of failure. In the case of multi-strip and fully FRP-strengthened models, the use of FPR sheets almost along the direction of the infill wall tension fields can maximize the effectiveness of reinforcement. In the case of single-strip pattern, the effectiveness of reinforcement is decreased for larger aspect ratios. Moreover, a relatively simplified and approximate theoretical procedure for estimating the strength of SPSWs reinforced with different patterns of FRP laminates is presented and compared with the analytical results.

A study on low power and design-for-testability technique of digital IC (저전력 소모와 테스트 용이성을 고려한 회로 설계)

  • 이종원;손윤식;정정화;임인칠
    • Proceedings of the IEEK Conference
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    • 1998.06a
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    • pp.875-878
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    • 1998
  • In this thesis, we present efficient techniques to reduce the switching activity in a CMOS combinational logic network based on local logic transforms. But this techniques is not appropriate in the view of testability because of deteriorating the random pattern testability of a circuit. This thesis proposes a circuit design method having two operation modes. For the sake of power dissipation(normal operation mode), a gate output switches as rarely as possible, implying highly skewed signal probabilities for 1 or 0. On the other hand, at test mode, signals have probabilities of being 1 or 0 approaching 0.5, so it is possible to exact both stuck-at faults on the wire. Therefore, the goals of synthesis for low power and random pattern testability are achieved. The hardware overhead sof proposed design method are only one primary input for mode selection and AND/OR gate for each redundant connection.

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