• Title/Summary/Keyword: 상호스펙트럼

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Parameter Estimation and Fitting Error Analysis of the Representative Spectrums using the Wave Spectrum off the Namhangjin, East Sea (남항진 파랑 스펙트럼 정보를 이용한 대표 스펙트럼 매개변수 추정 및 분석)

  • Cho, Hong Yeon;Jeong, Weon Mu;Oh, Sang-Ho;Baek, Won Dae
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.5
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    • pp.363-371
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    • 2020
  • The parameters of the modified BM and JONSWAP spectra are estimated using spectral data set off Namhangjin, located in the east coast of Korea, collected during high wave events. The parameters of the modified BM spectrum were estimated to be 1.04 and 0.27, which were similar to the conventional values of 1.098 and 0.30, but showed significant differences in statistical terms. On the other hand, the peak enhancement factor of JONSWAP spectrum was estimated to be 1.4, which was substantially small compared to the conventional value of 3.3. The RMSE differences from the fitted results of the two spectra were small, approximately 0.2. In the frequency range greater than the peak frequency, however, the spectral energy density showed relatively mild decrease with increase of the frequency, compared to the standard forms of the modified BM and JONSWAP spectra.

Nonlinear Seismic Response Analysis for Shallow Soft Soil Deposits (낮은 심도의 연약지반에 대한 비선형 지진응답해석)

  • Park, Hong-Gun;Kim, Dong-Kwan;Lee, Kyung-Koo;Kim, Dong-Soo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.14 no.5
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    • pp.1-12
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    • 2010
  • This study presents a finite element analysis method that can accurately evaluate the nonlinear behaviour of structures affected by shallow soft subsoils and the soil-structure interaction. A two-dimensional finite element model that consists of a structure and shallow soft subsoil was used. The finite element model was used for a nonlinear time domain analysis of the OpenSees program. A parametric study was performed to investigate the effects of soil shear velocities, earthquake input motions, soft soil depth, and soil-structure interaction. The result of the proposed nonlinear finite element analysis method was compared with the result of an existing frequency domain analysis method, which is frequently used for addressing nonlinear soil behavior. The result showed that the frequency domain analysis, which uses equivalent secant soil stiffness and does not address the soil-structure interaction, significantly overestimated the response of the structures with short dynamic periods. The effect of the soil-structure interaction on the response spectrum did not significantly vary with the foundation dimensions and structure mass.

Comparative Study on the Quantity Economic Analysis of Apartment Frames Using SDS Result of Dynamic Centrifuge Test at Pile Foundation (말뚝기초의 동적실험결과를 사용한 아파트 골조의 경제성 비교분석)

  • Kim, Sang-Yeon;Park, Jong-Bae;Park, Yong-Boo
    • Land and Housing Review
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    • v.6 no.3
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    • pp.147-152
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    • 2015
  • Site coefficient and amplification factor of current domestic Seismic Design Code based on American Seismic Code, have no consideration for the domestic ground condition in which the base rock is normally placed within 30m form the surface. By previous studies, the measured spectral acceleration of the result of dynamic centrifugal test and analysis was smaller than the design spectral acceleration for the period over 1.5 sec. Accordingly, in this study structural analysis and design using dynamic centrifugal test result for pile foundation were achieved, and the quantity of concrete and reinforcement of wall frame was compared with each other. Comparison results of cost using KBC the design spectral acceleration of SC, SD site and SDS, the quantity of reinforcement using SDS for SD site was 17~23% smaller than using the design code SD site.

Improving Social Interaction Between Children With Autism Spectrum Disorder and Their Neurotypical Siblings Through a Cooperative Music Playing Intervention (자폐스펙트럼장애 아동과 비장애 형제간 상호작용 향상을 위한 협력적 악기연주 프로그램 적용 사례)

  • Jung, Jin Won
    • Journal of Music and Human Behavior
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    • v.20 no.2
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    • pp.61-88
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    • 2023
  • This case study examined whether a cooperative musical instrument playing could enhance interactions between children with autism spectrum disorder (ASD) and their neurotypical (NT) siblings. It involved three children with ASD aged 7-12 years and three NT siblings aged 6-11 years. Each group, comprising a child with ASD and their NT sibling, participated in a 40-minute sessions twice weekly for eight sessions over four weeks. The intervention included three stages: simultaneous action, complementary action, and achieving a joint goal. Evaluation criteria included the initiation and response behaviors of each child, and sequential interactive behaviors and cooperative behaviors between pairs were measured. Additionally, before and after the intervention, parents and NT sibling assessed their perceived sibling relationships. Results showed increased interactive and cooperative behaviors. Post-intervention, both parents and NT siblings rated the sibling relationship highly, despite little change in sibling conflict and competition consciousness. These findings indicate that interactive instrument playing can enhance perceptions of siblings as cooperative play partners and aid in teaching them how to collaborate during interactions.

INELASTIC RESPONSE SPECTRA CONSIDERING THE NONLINEARITY OF THE SOFT SOIL DUE TO THE WEAK SEISMIC EXCITATIONS (약진에 의한 연약지반의 비선형성을 고려한 비탄성 응답스펙트럼)

  • Kim, Yong-Seok
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.249-258
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    • 2003
  • 강진을 고려한 지진설계 규준은 약진지역에서는 불필요한 경제적 손실을 가져올 수 있고, 지반-구조물 상호작용을 고려한 성능기준 설계가 합리적인 지진설계를 위해서 중요하다는 것이 인식되었다. 이 연구에서는 연약지반 위에 놓인 단자유도계의 탄성, 비탄성 지진응답 해석을 지반의 비선형성을 고려하여 최대지진가속도를 0.07g와 0.11g로 조정한 11개 중, 약진에 대해 수행하였다. 지진 응답해석은 지반-구조물체계에 대해 유사 3차원 동적해석 프로그램으로 암반에 지진기록을 입력하여 한 단계에 일괄적으로 수행하였다. 연구 결과에 의하면 고정지반이나 선형지반을 가정한 지진응답 스펙트럼은 구조물-지반체계의 실제적인 거동을 보여주지 못하는 것으로 나타났으며, 합리적인 지진설계를 위해서는 지진규준에 정해진 일상적인 설계절차에 따라서 수행하는 것보다 다른 성질을 가진 여러 지반에 대해서 성능기준 지진설계를 수행하는 것이 필요하다. 약진을 받는 연약지반의 비선형성도 입력지진동을 증폭시켜 탄성, 비탄성 지진응답 스펙트럼에 심하게 영향을 미쳤으며, 그 현상은 특히 탄성 응답스펙트럼에서 두드러졌다.

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Spectral Element Analysis for the Electro-Mechanical Admittance of a Piezoelectric Wafer Bonded on a Plate (판구조물에 부착된 압전소자의 전기역학적 어드미턴스 스펙트럼 요소 해석)

  • Kim, Eun-Jin;Shon, Sohn;Park, Hyun-Woo
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2009.04a
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    • pp.239-242
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    • 2009
  • 구조물의 표면에 부착된 압전소자(이하 PZT)의 전기역학적 어드미턴스(Electro-mechanical admittance)는 PZT와 구조물의 상호작용에 의해 발생하는 PZT의 압전효과와 유전성(dielectric)이 결합되어 발생되는 신호이다. 고주파수 대역에서 PZT의 전기역학적 어드미턴스는 구조물의 국부손상에 민감하게 반응하는 것으로 알려져 있다. 실험에서 측정된 PZT의 전기역학적 어드미턴스 분석에 널리 쓰이는 Liang 모델은 구조물을 단자유도계로 단순화하여 구조물의 동적특성이 전기역학적 어드미턴스에 미치는 영향을 정확하게 나타내기 어렵다. 유한요소법을 통해 PZT와 구조물의 상호작용을 해석하면 이러한 문제점을 해결할 수 있다. 그러나 고주파 대역에서 정확한 해석을 위해서는 유한요소망을 조밀하게 구성해야 하므로 많은 계산비용이 수반된다. 이 연구에서는 유한요소법과 비교하여 월등히 적은 계산비용으로 고주파 대역의 동적 응답을 매우 정확하게 모사할 수 있는 스펙트럼 요소법(Spectral Element Method ; 이하 SEM)을 통해 판구조물에 부착된 PZT의 전기-역학적 어드미턴스를 해석한다. 수치 예제 및 실험 예제를 통하여 내민보에 부착된 PZT에서 발생하는 전기-역학적 어드미턴스를 취득하고 이를 SEM해석 결과와 비교한다.

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New Method of Cooperative Spectrum Sharing for Interference Mitigation (간섭 완화를 위한 새로운 협력 스펙트럼 공유 기법)

  • Kong, Hyung-Yun
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.15 no.1
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    • pp.111-116
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    • 2015
  • This article considers a model of cooperative spectrum sharing between primary and secondary systems in which transmission occurs in two phases. In this scheme, we introduce that a single secondary transmitter, ST, employs a quadrature-phase-based signal to present the secondary message, while the primary message is presented by an in-phase-based signal. This allows simultaneous spectrum sharing without mutual interference. Therefore, an interference constraint is not necessary to protect primary operating performance from being degraded by the secondary user operations. Theoretical analysis and Simulations are then provided to confirm the superiority of the proposed scheme over the the current conventional methods.

Analysis of Vibration Transmissibility for Compressor of Refrigerator by Vector Synthesis Method (벡터합성법에 의한 냉장고 압축기의 진동전달 해석)

  • 오재응;조준호;김진동
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.1
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    • pp.14-21
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    • 1995
  • General Mechanical Structures have various and complex vibration transmission paths. In order to identify the mechanism of vibration transmission. The correct estimation of exciation forces and the exact modeling of transmission paths are required. In this paper, vector synthesis technique is employed to identify the characteristics of vibration input and it's transmission to body structure for the mounting system of a compressor in a refrigerator. Vibration reduction efficiency of each transmission path is evaluated by comparing individual vector components obtained before and after the paths from experimental research. The degree of effect is used to estimate the contribution of vibration input components to total output. And this paper presents a new technique based on simulation studies using vector synthesis dragram, by which the effects of change of the magnitude and phase of transmission paths can be predicted.

UWB 통신 시스템의 전파 특성

  • 최상성
    • The Proceeding of the Korean Institute of Electromagnetic Engineering and Science
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    • v.13 no.3
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    • pp.43-51
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    • 2002
  • UWB 무선 기술은 매우 좁은 폭의 펄스를 기저대역에서 직접 변조하여 전송함으로써 근거리에서 매우 높은 데이터 전송 특성과 정확한 거리 및 위치 추정을 위한 높은 해상도를 제공하며 다중경로에 따른 페이딩 영향에도 강인한 특성을 보인다. 또한 매우 넓은 대역폭에 걸쳐 기존의 무선 시스템과 비교하여 상대적으로 매우 낮은 스펙트럼 전력 밀도가 분포함으로 기존의 협대역 및 광대역 시스템과 상호 간섭 없이 주파수를 공유할 수 있는 새로운 무선 기술로 급부상되고 있다. 본 논문에서는 UWB 신호의 스펙트럼 전력 밀도 및 다중 경로 전파 특성을 분석 고찰함으로써 향후 무선통신 시장의 새로운 변화를 가져올 UWB 무선 기술의 전파 특성을 소개 하고자 한다.