• 한국구조물진단유지관리공학회 논문집
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• 제27권6호
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• pp.86-93
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• 2023

반복하중을 받는 철근콘크리트 부재는 이력거동이 진행됨에 따라 강성과 강도의 저하 그리고 핀칭현상 등으로 인하여 에너지소산 능력이 감소된다. 그러나 지침서 「철근콘크리트 건축구조물의 성능기반 내진설계를 위한 비선형해석모델, 2021」에서는 각 부재별로 모든 이력단계별 단일한 에너지소산계수를 산정하도록 하고 있어 이력단계에 따른 에너지소산능력의 감소를 고려할 수 없을 것으로 판단된다. 따라서 본 연구에서는 반복하중을 받는 일반보에 대한 기존 실험결과와 비선형시간이력해석 결과를 비교하여 이력단계에 따른 에너지소산계수를 고찰하였다. 에너지소산계수는 비선형시간이력해석 결과로 구한 이상화된 탄소성거동 에너지 소산량에 대한 실제 실험체의 에너지소산량의 비로써 산출하였다. 기존 실험결과는 1회 Cycle을 각 이력단계별로 산정하여 에너지소산계수를 도출하였으며, 지침서 내 비선형모델링 과정을 토대로 에너지소산계수를 도출하였다. 기존 실험연구에선 각 이력단계(Y-L-R)를 설정하여 에너지소산계수를 구하였으며, 에너지소산계수는 Y-L구간 0.36, L-R구간 0.28로 나타났고, 지침서 에너지소산계수는 0.31로 나타났다. 이는 지침서의 에너지소산계수 산정식이 철근콘크리트 부재의 에너지소산능력의 감소를 나타내지 못하는 것으로 나타났다.

• Advances in concrete construction
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• 제13권6호
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• pp.423-431
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• 2022

Although the influence of moisture content on the mechanical properties of concrete has been studied for a long time, research related to its influence on the damping and energy dissipation property of concrete structure is still very limited. In this paper, the relationship between damping property and moisture content of concrete using cyclic uniaxial compression is firstly presented, and the mechanism of the influence of moisture content on concrete damping and energy dissipation capacity is analyzed. Based on the experimental research, moisture-related damping and energy dissipation model is proposed. Results show that the dissipated energy of concrete and loss factor increase as the moisture content increasing. The energy dissipation coefficient reflecting the influence of stress level of concrete under cyclic load, decreases first and then increases as the moisture content increasing. The mechanism of moisture-related energy dissipation behavior can be divided into the reactive force of water, the development of the internal micro cracks and the pore water pressure. Finally, the proposed moisture-related damping and energy dissipation model are verified.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.275-285
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• 2003

Pinching is an important property of reinforced concrete member which characterizes its cyclic behavior. In the present study, numerical studies were performed to investigate the characteristics and mechanisms of pinching behavior and the energy dissipation capacity of flexure-dominated reinforced concrete members. By analyzing existing experimental studies and numerical results, it was found that energy dissipation capacity of a member is directly related to energy dissipated by re-bars rather than concrete that is a brittle material, and that it is not related to magnitude of axial compressive force applied to the member. Therefore, for a member with specific arrangement and amount of re-bars, the energy dissipation capacity remains uniform regardless of the flexural strength that is changed by the magnitude of axial force applied. Due to the uniformness of energy dissipation capacity pinching appears in axial compression member. The flexural pinching that is not related to shear force becomes conspicuous as the flexural strength increases relatively to the uniform energy dissipation capacity. Based on the findings, a practical method for estimating energy dissipation capacity and damping modification factor was developed and verified with existing experiments.

• Structural Engineering and Mechanics
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• 제76권6호
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• pp.709-724
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• 2020

The typical inerter system, the tuned viscous mass damper (TVMD), has been proven to be efficient. It is characterized by an energy-dissipation-enhancement effect, whereby the dashpot deformation of TVMD can be amplified for enhanced energy dissipation efficiency. However, existing studies related to TVMD have mainly been performed on elastic structures, so the working mechanism remains unclear for nonlinear structures. To deal with this, an energy-spectrum analysis framework is developed systematically for classic bilinear hysteretic structures with TVMD. Considering the soil effect, typical bedrock records are propagated through the soil deposit, for which the designed input energy spectra are proposed by considering the TVMD parameters and structural nonlinear properties. Furthermore, the energy-dissipation-enhancement effect of TVMD is quantitatively evaluated for bilinear hysteretic structures. The results show that the established designed input energy spectra can be employed to evaluate the total energy-dissipation burden for a nonlinear TVMD structure. Particularly, the stiffness of TVMD is the dominant factor in adjusting the total input energy. Compared with the case of elastic structures, the energy-dissipation-enhancement effect of TVMD for nonlinear structures is weakened so that the expected energy-dissipation effect of TVMD is replaced by the accumulated energy dissipation of the primary structure.

• Interaction and multiscale mechanics
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• 제3권2호
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• pp.145-156
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• 2010

The propagation of waves in a micropolar transversely isotropic half space in the theory of thermoelasticity without energy dissipation are discussed. After developing the solution, the phase velocities and attenuation quality factor has been obtained. The expressions for amplitudes of stresses, displacements, microrotation and temperature distribution have been derived and computed numerically. The numerical results have been plotted graphically.

• 콘크리트학회논문집
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• 제15권4호
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• pp.594-605
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• 2003

핀칭은 철근콘크리트 부재의 주기거동 특성을 나타내는 중요한 요소이다. 본 연구에서는 휨지배를 받는 철근콘크리트 부재에 대하여 핀칭거동의 특성과 에너지 소산능력을 연구하기 위하여 수치해석 연구를 실시하였다. 기존의 실험연구와 수치해석 결과를 분석한 결과, 전단거동과 무관한 휨핀칭이 압축력을 받는 부재에서 일어난다는 사실이 밝혀졌다. 그러나 일정한 철근 배근형태와 철근양을 갖는 부재들은 압축력의 영향에 의하여 주기거동의 형상이 변하더라도 재하된 압축력의 크기와 관계없이 일정한 에너지소산능력을 갖는다. 이는 콘크리트는 압축력이 증가함에 따라서 그 영향력이 증대되지만 취성재료로서 에너지 소산능력에 큰 영향을 미치지 않으며, 주로 철근에 의하여 에너지 소산이 일어난다는 사실을 가리킨다. 따라서 실제 재하되는 압축력의 크기에 관계없이 단순 휨을 받는 단면에 대한 해석을 통하여 휨지배 부재의 에너지 소산능력을 계산할 수 있다. 이러한 연구결과에 근거하여 에너지 소산능력과 감쇠보정계수를 평가할 수 있는 실용적인 방법과 설계식을 개발하였으며, 기존의 실험결과와의 비교를 통해 검증하였다. 이 제안된 방법은 일반적인 설계변수를 이용하여 에너지소산능력을 정확히 평가할 수 있으므로, 설계실무에서 편리하게 사용할 수 있다.

• 한국해안·해양공학회논문집
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• 제22권2호
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• pp.73-78
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• 2010

파에너지는 쇄파되기 이전까지 주로 해저면과의 마찰력에 의하여 감소한다. 파마찰력을 산정하기 위한 연구는 여러 연구자들에 의해 진행되어 왔으며 어느 특정지점에서의 파마찰력 또는 파마찰손실률은 선형파이론으로 주어지는 해저면 입자유속과 연관된 파마찰계수의 도입으로 상당히 정확하게 간단하게 산정할 수 있다. 그러나 장구간에 걸쳐 파마찰력에 의하여 점차적으로 감소되는 파고변이는 상당한 반복 과정을 거쳐야 산정할 수 있었다. 본 연구에서는 기존 경험식을 이용해 전난류, 완난류 경우에 대해 일정경사면에서 천수효과와 마찰손실에 의한 파고 변화를 비교적 간단한 방법으로 추정하는 방법을 제시하였다. 해빈경사가 일정할 때 파고 변이률은 천수계수와 파고 마찰손실계수의 곱으로 간단히 구할 수 있다. 실제 해안과 비슷한 조건의 경우에 대하여 반복시산 과정으로 구한 수치와 간편 산정식으로 간단히 계산한 결과를 비교하여 제시하였다.

• Structural Engineering and Mechanics
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• 제81권3호
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• pp.317-333
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• 2022

Visco-Plastic Damper (VPD) as a passive energy dissipation device with dual behavior has been recently numerically studied. It consists of two bent steel plates and segments with a viscoelastic solid material in between, combining and improving characteristics of both displacement-dependent and velocity-dependent devices. In order to trust the performance of VPD, for the 1st time this paper experimentally investigates prototype damper behavior under a wide range of frequency and amplitude of dynamic loading. A high-axial damping rubber is innovatively proposed as the viscoelastic layer designed to withstand large axial strains and dissipate energy accordingly. Test results confirmed all assumptions about VPD. The behavior of VPD subjected to low levels of excitation is elastic while with increasing levels of excitation, a significant source of energy dissipation is provided through the yielding of the steel elements in addition to the viscoelastic energy dissipation. The results showed energy dissipation of 99.35 kN.m under a dynamic displacement with 14.095 mm amplitude and 0.333 Hz frequency. Lateral displacement at the middle of the device was created with an amplification factor obtained ranging from 2.108 to 3.242 in the rubber block. Therefore, the energy dissipation of viscoelastic material of VPD was calculated 18.6 times that of the ordinary viscoelastic damper.

• Earthquakes and Structures
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• 제3권5호
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• pp.749-766
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• 2012

Structural control through integration of passive damping devices within the building structure has been increasingly implemented internationally in the last years and has proven to be a most promising strategy for earthquake safety. In the present paper an alternative configuration of an innovative energy dissipation mechanism that consists of slender tension only bracing members with closed loop and a hysteretic damper is investigated in its dynamic behavior. The implementation of the adaptable dual control system, ADCS, in frame structures enables a dual function of the component members, leading to two practically uncoupled systems, i.e., the primary frame, responsible for the normal vertical and horizontal forces and the closed bracing-damper mechanism, for the earthquake forces and the necessary energy dissipation. Three representative international earthquake motions of differing frequency contents, duration and peak ground acceleration have been considered for the numerical verification of the effectiveness and properties of the SDOF systems with the proposed ADCS-configuration. The control mechanism may result in significant energy dissipation, when the geometrical and mechanical properties, i.e., stiffness and yield force of the integrated damper, are predefined. An optimum damper ratio, DR, defined as the ratio of the stiffness to the yield force of the hysteretic damper, is proposed to be used along with the stiffness factor of the damper's- to the primary frame's stiffness, in order for the control mechanism to achieve high energy dissipation and at the same time to prevent any increase of the system's maximum base shear and relative displacements. The results are summarized in a preliminary design methodology for ADCS.

• Steel and Composite Structures
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• 제5권5호
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• pp.345-358
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• 2005

The response of single story buildings and other case studies are investigated to observe trends in response and to develop a better understanding of the impact of some design parameters on the seismic response of CBF. While it is recognized that many parameters have an influence on the behavior of braced frames, the focus of this study is mostly on quantifying energy dissipation in compression and its effectiveness on seismic performance. Based on dynamic analyses of single story braced frame and case studies, it is found that a bracing member designed with bigger R and larger KL/r results in lower normalized cumulative energy, i.e., cumulative compressive energy normalized by the corresponding tensile energy (${\sum}E_C/E_T$), in both cases.