• Title/Summary/Keyword: EAS

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A virtual parameter to improve stability properties for an integration method

  • Chang, Shuenn-Yih
    • Earthquakes and Structures
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    • v.11 no.2
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    • pp.297-313
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    • 2016
  • A virtual parameter is introduced into the formulation of the previously published integration method to improve its stability properties. It seems that the numerical properties of this integration method are almost unaffected by this parameter except for the stability property. As a result, it can have second order accuracy, explicit formulation and controllable numerical dissipation in addition to the enhanced stability property. In fact, it can have unconditional stability for the system with the instantaneous degree of nonlinearity less than or equal to the specified value of the virtual parameter for the modes of interest for each time step.

Nonlinear seismic response of a masonry arch bridge

  • Sayin, Erkut
    • Earthquakes and Structures
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    • v.10 no.2
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    • pp.483-494
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    • 2016
  • Historical structures that function as a bridge from past to present are the cultural and social reflections of societies. Masonry bridges are one of the important historical structures. These bridges are vulnerable against to seismic action. In this study, linear and non-linear dynamic analyses of historical Nadir Bridge are assessed. The bridge is modelled with three dimensional finite elements. For the seismic effect, artificial acceleration records are generated considering the seismic characteristics of the region where the bridge is located. Seismic response of the bridge is investigated.

Seismic base isolation for structures using river sand

  • Patil, S.J.;Reddy, G.R.;Shivshankar, R.;Babu, Ramesh;Jayalekshmi, B.R.;Kumar, Binu
    • Earthquakes and Structures
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    • v.10 no.4
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    • pp.829-847
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    • 2016
  • Generally seismic isolation is achieved by supporting the structure on laminated rubber bearings, friction pendulum bearings, roller bearings etc. Very little work has been performed using soil as a base isolation media. Experiments and analytical work has been performed on a structural model with isolated footing and found encouraging results. Details of this work are presented in this paper.

Development of Out-of-Band Processor in POD Module for OpenCable (Opencable용 POD 모듈의 Gut-of-Band Processor 개발)

  • 임기택;최광호;위정욱;서정욱
    • Proceedings of the IEEK Conference
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    • 2001.06b
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    • pp.101-104
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    • 2001
  • In this paper, we have analyzed algorithm about physical layer, data link layer and MAC layer of out-of-band specified in the DVS 178 and designed architecture of Out-of-band processor. Out-of-band processor extracts session key information from EMM packet to descramble MPEG-2 TS packet scrambled. Also, analyze EAS Packet including emergency alert information to provide emergency communications such as national emergency. In this paper, we have implemented prototype board for out-of-band processor.

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Modelling of magneto-thermoelastic plane waves at the interface of two prestressed solid half-spaces without energy dissipation

  • Kakar, Rajneesh;Kakar, Shikha
    • Earthquakes and Structures
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    • v.8 no.6
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    • pp.1299-1323
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    • 2015
  • A model for reflection and refraction of magneto-thermoelastic SV-waves at the interface of two transversely isotropic and homogeneous solid half spaces under initial stress by applying classical dynamical theory of thermoelasticity is purposed. The reflection and refraction coefficients of SV-waves are obtained with ideal boundary conditions for SV-wave incident on the solid-solid interface. The effects of magnetic field, temperature and initial stress on the amplitude ratios after numerical computations are shown graphically with MATLAB software for the particular model.

High conservative nonlinear vibration equations by means of energy balance method

  • Bayat, Mahmoud;Pakar, Iman;Bayat, Mahdi
    • Earthquakes and Structures
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    • v.11 no.1
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    • pp.129-140
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    • 2016
  • This paper presents He's Energy Balance Method (EBM) for solving nonlinear oscillatory differential equations. Three strong nonlinear cases have been studied analytically. Analytical results of the EBM are compared with numerical solutions using Runge-Kutta's algorithm. The effects of different important parameters on the nonlinear response of the systems are studied. The results show the presented method is potentially to solve high nonlinear vibration equations.

상품 도난 방지 시스템용 자기 센서

  • 송용설
    • Journal of the Korean Magnetics Society
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    • v.7 no.5
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    • pp.280-283
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    • 1997
  • 흔히 EAS SYSTEM으로 불리는 Electronic Article Surveilance System(전자 상품 가시 시스템)은 일반적으로 '상품 도난 방지 시스템' 이라고 한다. 상품 도난 방지 시스템을 설치하는 목적은 편의점, 슈퍼마켓, 의류점, 서점, 오디오/비디오 테이프 판매점 및 대여점, 스포츠용품점, 하이마트, 도서관 등의 일정한 보호구역으로부터 의류, 서적, 오디오/비디오 테이프, CD등의 상품을 도난으로부터 방지하는 것이다. 상품 도난방지 시스템은 판매되는 상품 표면에 특정 주파수의 전파에 반응하도록 설계된 라벨이나 태그(Tag)를 부착하고, 입구에 특정 주파수의 전파를 방사하는 안테나(Frame)를 설치하여 라벨이나 태그가 계산대에서 제거되거나 센서 기능이 소멸되지 않은 채 유출될 때, 상품을 검출하여 경보를 발생시켜 상품의 도난을 방지한다.

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SH-wave propagation in a heterogeneous layer over an inhomogeneous isotropic elastic half-space

  • Kakar, Rajneesh
    • Earthquakes and Structures
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    • v.9 no.2
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    • pp.305-320
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    • 2015
  • The present paper is devoted to study SH-wave propagation in heterogeneous layer laying over an inhomogeneous isotropic elastic half-space. The dispersion relation for propagation of said waves is derived with Green's function method and Fourier transform. As a special case when the upper layer and lower half-space are homogeneous, our derived equation is in agreement with the general equation of Love wave. Numerically, it is observed that the velocity of SH-wave increases with the increase of inhomogeneity parameter.

Modeling of SH-waves in a fiber-reinforced anisotropic layer

  • Kakar, Rajneesh
    • Earthquakes and Structures
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    • v.10 no.1
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    • pp.91-104
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    • 2016
  • In this paper we investigate the existence of SH-waves in fiber-reinforced layer placed over a heterogeneous elastic half-space. The heterogeneity of the elastic half-space is caused by the exponential variations of density and rigidity. As a special case when both the layers are homogeneous, our derived equation is in agreement with the general equation of Love wave. Numerically, it is observed that the velocity of SH-waves decreases with the increase of heterogeneity and reinforced parameters. The dimensionless phase velocity of SH-waves increases with the decreases of dimensionless wave number and shown through figures.

Efficient and accurate domain-truncation techniques for seismic soil-structure interaction

  • Guddati, Murthy;Savadatti, Siddharth
    • Earthquakes and Structures
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    • v.3 no.3_4
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    • pp.563-580
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    • 2012
  • We modify the formulation of a recently developed absorbing boundary condition (ABC), the perfectly matched discrete layers (PMDL), to incorporate the excitation coming from the exterior such as earthquake waves. The modified formulation indicates that the effect of the exterior excitation can be incorporated into PMDL ABCs (traditionally designed to treat only interior excitation) simply by applying appropriate forces on the nodes connected to the first PMDL layer. Numerical results are presented to clearly illustrate the effectiveness of the proposed method.