• 제목/요약/키워드: energy dissipation devices

검색결과 115건 처리시간 0.023초

Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames

  • Calado, Luis;Proenca, Jorge M.;Espinha, Miguel;Castiglioni, Carlo A.
    • Steel and Composite Structures
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    • 제14권6호
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    • pp.547-569
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    • 2013
  • In recent years there has been increasing international interest about designing structures that cost less to repair after they have been subjected to strong earthquakes. Considering this interest, an innovative repairable fuse device has been developed for dissipative beam-to-column connections in moment-resisting composite steel and concrete frames. The seismic performance of the device was assessed through an extensive experimental program comprising ten cyclic and two monotonic tests. These tests were conducted on a single beam-to-column specimen with different fuse devices for each test. The devices varied in terms of the chosen geometric and mechanical parameters. The tests showed that the devices were able to concentrate plasticity and to dissipate large amounts of energy through non-linear behavior. Numerical models were developed with Abaqus and simplified design models are also proposed.

Pilot study for investigating the inelastic response of a new axial smart damper combined with friction devices

  • Mirzai, Nadia M.;Hu, Jong Wan
    • Steel and Composite Structures
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    • 제32권3호
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    • pp.373-388
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    • 2019
  • This study proposes a new concept of an axial damper using the combination of shape memory alloy (SMA), friction devices, and polyurethane springs. Although there are many kinds of dampers to limit the damages, large residual deformation may happen and it causes much repairing cost for restoring the structure to the initial position. Also in some of the dampers, a special technology for assembling and fabricating is needed. One of the most important advantages of this damper is the ability to remove all the residual deformation using SMA plates and simple assembling without any special technology to fabricate. In this paper, four different dampers (in presence or omission of friction devices and polyurethane springs) are investigated. All four cases are analyzed in ABAQUS platform under cyclic loadings. In addition, the SMA plates are replaced by steel ones in four cases, and the results are compared to the SMA dampers. The results show that the axial polyurethane friction (APF) damper could decrease the residual deformation effectively. Also, the damper capacity and dissipated energy could be improved. The analysis showed that APF damper is a good recentering damper with a large amount of energy dissipation and capacity, among others.

Analog active valve control design for non-linear semi-active resetable devices

  • Rodgers, Geoffrey W.;Chase, J. Geoffrey;Corman, Sylvain
    • Smart Structures and Systems
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    • 제19권5호
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    • pp.487-497
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    • 2017
  • Semi-active devices use the building's own motion to produce resistive forces and are thus strictly dissipative and require little power. Devices that independently control the binary open/closed valve state can enable novel device hysteresis loops that were not previously possible. However, some device hysteresis loops cannot be obtained without active analog valve control allowing slower, controlled release of stored energy, and is presents an ongoing limitation in obtaining the full range of possibilities offered by these devices. This in silico study develops a proportional-derivative feedback control law using a validated nonlinear device model to track an ideal diamond-shaped force-displacement response profile using active analog valve control. It is validated by comparison to the ideal shape for both sinusoidal and random seismic input motions. Structural application specific spectral analysis compares the performance for the non-linear, actively controlled case to those obtained with an ideal, linear model to validate that the potential performance will be retained when considering realistic nonlinear behaviour and the designed valve control approach. Results show tracking of the device force-displacement loop to within 3-5% of the desired ideal curve. Valve delay, rather than control law design, is the primary limiting factor, and analysis indicates a ratio of valve delay to structural period must be 1/10 or smaller to ensure adequate tracking, relating valve performance to structural period and overall device performance under control. Overall, the results show that active analog feedback control of energy release in these devices can significantly increase the range of resetable, valve-controlled semi-active device performance and hysteresis loops, in turn increasing their performance envelop and application space.

State of Practice of Performance-Based Seismic Design in Korea

  • Lee, Dong-Hun;Kim, Taejin;Kim, Jong-Ho;Kang, Dae-Eon
    • 국제초고층학회논문집
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    • 제1권3호
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    • pp.195-201
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    • 2012
  • Today, a great effort to develop PBSD procedure to be utilized in Korea is given by domestic structural engineers, academics, and governmental organizations. After Great East Japan Earthquake (2011) took place, lots of clients in Korea became to concern of their buildings so that requests of seismic performance evaluation and seismic rehabilitation for existing buildings have been gradually increased. Such interests in seismic events initiated a rapid development of a series of guidelines for seismic performance evaluation and seismic performance enhancement. For new buildings, however, design guidelines for PBSD are yet well prepared in Korea and prescriptive design methods are dominant design procedure still. Herein, seismicity demands used in seismic performance evaluation and some important design parameters in NLRH are introduced. Some project examples for seismic performance evaluation and rehabilitation applying passive energy dissipation devices are also described in the latter part of paper.

에너지 소산형 감쇠기가 설치된 단자유도 비선형 시스템의 지진취약도 함수 (Seismic Fragility Functions of a SDOF Nonlinear System with an Energy Dissipation Device)

  • 박지훈;윤수용
    • 한국지진공학회논문집
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    • 제16권2호
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    • pp.1-13
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    • 2012
  • 본 연구에서는 에너지 소산형 감쇠기가 설치된 철근콘크리트 구조물의 지진응답 저감효과를 확률적으로 평가하기 위하여 지진취약도 함수를 도출하였다. 가속도민감 영역과 속도민감 영역에 속하는 대표 고유주기를 갖는 비선형 단자유도 시스템으로 모델링된 철근콘크리트 구조물을 대상으로 강도와 강성의 불확실성을 고려하였다. 원구조물에 다양한 강성과 감쇠를 갖는 변위의존형 감쇠기를 부가하여 비선형시간이력해석을 수행하였으며, 해석결과의 통계를 바탕으로 로그정규분포 형태의 지진취약도 함수를 도출하였다. 원구조물의 종류별로 감쇠기의 설계변수에 따른 지진취약도 함수의 변화를 검토하고 이를 통해 손상확률의 저감효과를 분석하였다.

분말소재의 표면처리를 위한 회전형 CVD 공정 (Rotary CVD Process for Surface Treatment of Powders)

  • 이종환;정구환
    • 한국표면공학회지
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    • 제56권6호
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    • pp.341-352
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    • 2023
  • This paper reviews the potentials of a rotary chemical vapor deposition (RCVD) process for nanomaterial synthesis and coating on powder-based materials. The rotary reactor offers a significant improvement over traditional CVD methods having horizontal and fixed reaction chambers. The RCVD system yields enhanced productivity and surface coating uniformity of nanoparticles applied in various purposes, such as efficient heat dissipation, surface hardness enhancement, and enhanced energy storage performances. The effectiveness of the RCVD system would open up new possibilities in various applications because uniform coating on powder-based materials with massive productivity is inevitable to develop multi-functional materials with high reliability.

셀프 센터링이 가능한 디스크 스프링 브레이스의 이력특성에 관한 연구 (A Study on the Hysteretic Characteristics of Self-Centering Disc Spring Brace)

  • 박병태;신동현
    • 한국공간구조학회논문집
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    • 제23권4호
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    • pp.89-96
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    • 2023
  • The seismic retrofits of existing structures have been focused on the control of structural responses which can be achieved by providing displacement capacity through inelastic ductile action at supplemental devices. Due to their hysteretic characteristics, it is expected to sustain damage through repeated inelastic behaviors including residual deformation which might increase repair costs. To solve such drawbacks of existing yielding devices, this study proposes a self-centering disc spring brace that sustains large axial deformation without structural damage while providing stable energy dissipation capacity. The hysteretic behaviors of suggested brace are first investigated based on the quasi-static cyclic test procedure. Experimental results present the effective self-centering behavior and an analytical model is then suggested in order to reasonably capture the flag-shaped hysteretic behavior of the disc spring brace.

Energy-balance assessment of shape memory alloy-based seismic isolation devices

  • Ozbulut, O.E.;Hurlebaus, S.
    • Smart Structures and Systems
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    • 제8권4호
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    • pp.399-412
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    • 2011
  • This study compares the performance of two smart isolation systems that utilize superelastic shape memory alloys (SMAs) for seismic protection of bridges using energy balance concepts. The first isolation system is a SMA/rubber-based isolation system (SRB-IS) and consists of a laminated rubber bearing that decouples the superstructure from the bridge piers and a SMA device that provides additional energy dissipation and re-centering capacity. The second isolation system, named as superelastic-friction base isolator (S-FBI), combines the superelastic SMAs with a flat steel-Teflon bearing rather than a laminated rubber bearing. Seismic energy equations of a bridge structure with SMA-based isolation systems are established by absolute and relative energy balance formulations. Nonlinear time history analyses are performed in order to assess the effectiveness of the isolation systems and to compare their performance. The program RSPMatch 2005 is employed to generate spectrum compatible ground motions that are used in time history analyses of the isolated bridge. Results indicate that SRB-IS produces higher seismic input energy, recoverable energy and base shears as compared to the S-FBI system. Also, it is shown that combining superelastic SMAs with a sliding bearing rather than rubber bearing significantly reduce the amount of the required SMA material.

Nonlinear earthquake capacity of slender old masonry structures prestressed with steel, FRP and NiTi SMA tendons

  • Preciado, Adolfo;Ramirez-Gaytan, Alejandro;Gutierrez, Nayar;Vargas, David;Falcon, Jose Manuel;Ochoa, Gil
    • Steel and Composite Structures
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    • 제26권2호
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    • pp.213-226
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    • 2018
  • This paper focuses on the seismic protection of slender old masonry structures by the implementation of prestressing devices at key locations. The devices are vertically and externally located inside the towers in order to be reversible and calibrated. An extensive parametric study on a selected slender tower is carried out based on more than 100 nonlinear static simulations aimed at investigating the impact of different parameters on the seismic performance: (i) different prestressing levels; (ii) shape memory alloy superelasticity and (iii) changes in prestressing-forces in all the stages of the analysis until failure and masonry toe crushing. The tendon materials under analysis are conventional prestressing steel, fiber-reinforced polymers of different fibers and shape memory alloys. The parametric study serves to select the most suitable prestressing device and optimal prestressing level able to dissipate more earthquake energy. The seismic energy dissipation is evaluated by comparing the structural capacity curves in original state and retrofitted.

FPGA 상에서 에너지 효율적인 DCT (Discrete Cosine Transform) 모듈 설계 및 구현 (Energy-Efficient Discrete Cosine Transform on FPGAs)

  • 장주욱;임창현
    • 정보처리학회논문지A
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    • 제12A권4호
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    • pp.313-320
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    • 2005
  • 불연속 코사인 변환(DCT)은 비디오와 영상 처리의 필수적인 부분이며, JPEG 및 MPEG 표준에서 채택하고 있다. 특히, 모바일 장치에서 비디오를 스트리밍 재생할 때에는 에너지 효율적인 DCT 연산이 매우 중요하다. 본 논문에서는 선형 어레이 PE를 이용한 DCT 연산기 구조를 제안한다 본 제안은 에너지 효율을 최적화하도록 설계되어 있다. 설계 효율을 보이기 위해 에너지 사용, 면적, 지연 간의 트레이드오프(trade-off)를 분석하고, 그 성능을 Xilinx의 최적화된 IP 코어와 비교하였다.