• Title/Summary/Keyword: 반응파 전파

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Analysis and Reduction of Longwave Response in a Harbor (항만에서의 장주기파랑반응 분석과 저감대책 연구)

  • Yoo, Jae-Woong;Kim, Kang-Min;Baek, Dong-Jin;Kwon, Seong-Min;Lee, Joong-Woo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2018.11a
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    • pp.353-354
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    • 2018
  • 스웰 등 장주기파랑은 높은 에너지를 갖고 있어서 바람이 없어도 에너지가 사라지지 않고 전파되어 항만에 이르게 되고, 차폐된 항내수역에서 파고가 증폭되어 대형선박의 접이안과 하역작업을 중단시키는 경제적 손실을 야기한다. 본 실험은 대규모 개발에 따른 장주기 파랑에 의한 반응특성과 부진동의 영향을 검토하였다. 특히, 항만확장외에 외역에 추가적 개발을 위한 매립을 고려하여 항만정온도와 장주기 반응 특성을 파악하여 가능한 대책방향을 검토하고자 하였다.

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Three-dimensional Detoantion Wave Dynamics in a Circular Tube (원형 관 내부에서의 3차원 데토네이션 파의 동적모형)

  • Cho, Deok-Rae;Won, Soo-Hee;Shin, Jae-Ryul;Choi, Jeong-Yeol
    • Journal of the Korean Society of Propulsion Engineers
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    • v.12 no.3
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    • pp.68-75
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    • 2008
  • The three-dimensional structure of detonation wave propagating in a circular tube was investigated using a parallel computational code developed previously. A series of parametric study for a circular tube of a fixed diameter gave the formation mechanism of the detonation cell structures depending on pre-exponential factor, k. The unsteady results in three-dimension showed the mechanisms of two, three and four cell mode of detonation wave front structures. The detonation cell number was increased but cell width and length were decreased with increased pre-exponential factor k. In the all multi-cell mode, the detonation wave structure and smoked-foil records on the wall are made by the moving of transverse waves. The detonation wave front structures have the regular polygon and windmill shapes periodically.

Modeling of the Structural Response of Pipes to Internal Blast Loading (관내 전파되는 파동에 대한 파이프의 구조적 반응에 대한 모델링)

  • Kim, Dae-Hyun;Yoh, Jai-Ick
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2008.05a
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    • pp.9-13
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    • 2008
  • The moving load such as a shock wave in a pipe propagates with a specific velocity. This internal load speed determines the level of flexural wave excitation and the possibility of resonant response leading to a large deformation. In this paper, we present particular solutions of displacements and the resonance conditions when the moving load is propagating in a pipe. These analytical results are compared to numerical simulations obtained using a hydrocode. We expect to identify potential explosion hazards in the general power industries.

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Responses of Malting Barley Cultivars to Different Seeding Rates II. Correlation and Path Coefficient among Agronomic Traits (파종량에 따른 맥주맥의 품종간반응 II. 주요형질간 상관 및 경로계수)

  • 이영만;구자옥;하기용
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.29 no.4
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    • pp.422-426
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    • 1984
  • According with variations in principal agronomic traits of fourteen malting barley cultivars as affected by different seeding methods and seeding rates. the analysis and interpretation of correlation coefficients and path coefficients was intended. From all treatments (seeding methods and rates), the positive significant relations detected between flowering days and maturing days, however the negative between maturing days and culm length, number of grains per spike, yields, and between 1000 grain weight and one liter weight, respectively. Direct effects on the yields were greatest by number of grains per spike in case of narrow-spaced row seeding and number of spikes per m$^2$ and number of grains per spike among others in broadcast seeding method On the other hand, indirect effects were not recognized in any treatments.

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Integrity evaluation of rock bolt grouting using ultrasonic transmission technique (초음파 투과법을 이용한 록볼트 그라우팅의 건전도 평가)

  • Han, Shin-In;Lee, Jong-Sub;Lee, Yong-Jun;Nam, Seok-Woo;Lee, In-Mo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.1
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    • pp.75-82
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    • 2007
  • As one of the main support systems, rock bolts play a crucial role in the reinforcement of tunnels. Numerical and experimental studies using a transmission method of ultrasonic guided waves are performed to evaluate the integrity of rock bolts encapsulated by grouting paste. Numerical simulations using "DISPERSE" are carried out for the selection of the optimal experimental setup, i.e. non-destructive testing (NDT) system of the rock bolt. Based on results of the numerical simulation, the calculated frequency range for NDT testing is between 20kHz and 70kHz with the first longitudinal L(1) mode. Laboratory transmission tests are performed by attaching the piezo electric sensor at the tip of the rock bolt before embedding. Both of analytical and experimental results show that the amplitude of signals as well as the wave velocity increases with increase in the defect ratio of grouting paste. The defect in grouting paste means that the space around the rock bolt is not fully filled with the grouting paste. Experimental results also show that the increase of the wave velocity is more sensitive to the defect ratio increase than that of the amplitude. This study demonstrates that the transmission technique of ultrasonic guided waves may be a valuable tool in the evaluation of the rock bolt integrity.

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A Study on the Finite Difference Forward Modeling in SASW Method (차분 전개를 이용한 표면파 기법의 모형 응답 계산)

  • Ha, Hee-Sang;Shin, Chang-Su;Seo, Jung-Hee
    • Geophysics and Geophysical Exploration
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    • v.5 no.2
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    • pp.99-107
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    • 2002
  • An analytical forward modeling algorithm was developed for the efficient application to the geotechnical engineering in SASW (Spectral Analysis of Surface Waves) method. for the theoretical dispersion curve, the finite difference method using motion stress vector, which was proposed by Aki and Richards, was employed and verified with two earth models. For the stable and fast calculation, it was found that the model size depending on the frequency range is suitable $1.5\~2$ times bigger than the wavelength.

Assessment and Monitoring of Structural Damage Using Seismic Wave Interferometry (탄성파 간섭법 탐사를 이용한 건축물 손상 평가 및 모니터링)

  • In Seok Joung;AHyun Cho;Myung Jin Nam
    • Geophysics and Geophysical Exploration
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    • v.27 no.2
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    • pp.144-153
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    • 2024
  • Recent research is increasingly focused on utilizing seismic waves for structure health monitoring (SHM). Specifically, seismic interferometry, a technique applied in geophysical surveys using ambient noise, is widely applied in SHM. This method involves analyzing the response of buildings to propagating seismic waves. This enables the estimation of changes in structural stiffness and the evaluation of the location and presence of damage. Analysis of seismic interferometry applied to SHM, along with case studies, indicates its highly effective application for assessing structural stability and monitoring building conditions. Seismic interferometry is thus recognized as an efficient approach for evaluating building integrity and damage detection in SHM and monitoring applications.

Two Layer Modelling with Applications to Exchange Flow and Internal Tide (이층류 모델링의 교환류와 내부조석파 연구에의 적용)

  • Kang, Sok-Kuh;Abbott, Michael-B.;Heung, Jae-Lie;Yum, Ki-Dai
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.9 no.1
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    • pp.9-23
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    • 1997
  • A numerical study of a two-layer, stratified flow is investigated, using the implicit finite difference method in one dimension. The results of computational method have been tested and, in case of lock exchange flow, compared with the results of experimental data. The results of model experiments with various interfacial, bottom friction coefficients along with various time weighting factor of numerical scheme and dissipative interface are shown and discussed. Two-layer model experiment has been also carried out to investigate the generation and propagation characteristics of internal tidal wave over the steep bottom topography under stratified condition. The internal wave seems to well radiate through the downstream boundary under the experiments adopting radiation conditions both at two layers and only at upper layer, confirming the applicability of radiational boundary condition in stratified flows. It is also shown that the internal wave through the downstream boundary propagates more actively with increasing thickness of lower layer in the downstream. This implies that the potential tidal energy in the interface will depend upon the thickness of lower layer for the constant thickness of upper layer.

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Construction of wireless sensor network for structural health monitoring of large-scale buildings (대형 건물의 구조 건전도 모니터링을 위한 무선 센서 네트워크 구성)

  • Lee, Hong-Min;Kim, Jong-Moon;Hong, Jung-Bum;Park, Hyo-Seon
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2009.04a
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    • pp.221-224
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    • 2009
  • 최근 사회기반시설을 대상으로 900 MHz - 2.45 GHz 대역의 무선 센서 네트워크 시스템을 이용한 구조반응 모니터링 연구가 수행되고 있다. 건물의 경우 수직, 수평으로 구조 부재, 칸막이 벽, 외장재 등에 의해서 공간이 차단되어 있고, 전파 간섭의 영향이 상대적으로 크기 때문에 900 MHz - 2.4 GHz 대역의 무선 네트워크 시스템은 그 한계가 있다. 본 논문에서는 이러한 문제점을 고려하여 장애물에 대한 회절성이 뛰어나고 전파의 간섭이 상대적으로 작은 저주파 대역의 무선 라디오 주파수를 도입한다. 이로부터 특히 지진 또는 바람의 영향 등의 외부 하중에 의하여 대규모 인명 손실을 초래할 수 있는 중요도가 매우 높은 대형 건물을 대상으로 실제 적용이 가능한 무선 센서 네트워크를 구성해 보았다.

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Electric Field-activated Self-propagating Synthesis of ${Ti}_{5}{Si}_{3}$ and ${Ti}_{5}{Si}_{3}-{ZrO}_{2}$ Composites (통전 활성 연소에 의한 ${Ti}_{5}{Si}_{3}$${Ti}_{5}{Si}_{3}-{ZrO}_{2}$복합재료 합성)

  • Son, In-Jin;Go, In-Yong
    • Korean Journal of Materials Research
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    • v.6 no.7
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    • pp.709-715
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    • 1996
  • The influence of an electric field on the combustion synthesis of ${Ti}_{5}{Si}_{3}$-x ${ZrO}_{2)$(0 $\leq$ x $\leq$0.6)was investigated. Composite of X $\geq$0.45 can only be synthesized in the presence of an electric field. Although in the absence of an electri field the system with x = 0.45 and x=0.6 can sustain a nonsteady combustion wave, the reaction is not complete. That is, an unstable wave propagates to the middle of the sample and them becomes extinguished. Wave velocity o the ${Ti}_{5}{Si}_{3}-{ZrO}_{2}$ Composites slightly increases with the imposition of external field across the sample.

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