• Title/Summary/Keyword: 경석

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Estimation of Nominal Frequency of Whangjongeum by Acoustical Analysis of Old Pyeongyeongs (유물 편경의 음향 분석을 통한 아악 황종음고의 추정)

  • Yoo, June-Hee;Park, Jeong-Woo;Bae, Dae-Sung;Kim, Hyung-Jun;Sung, Keong-Mo;Noh, Jung-Uk;Koh, Hyun-Woo
    • The Journal of the Acoustical Society of Korea
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    • v.30 no.8
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    • pp.421-427
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    • 2011
  • This study aimed to figure out the numbers and note distributions and sexagenary cycles of old pyeongyoungs systematically, and estimate the nominal frequency of whangjongeum, the Korean tradition pitch standard. As a total 214 old stones in the National Palace Museum, the National Kukak Center, the Kukak National High School were counted by notes and sexagenaries. The nominal frequencies of 17 old whangjong stones' sounds were categorized by cluster analysis method. Using nominal frequencies of stones according to their sexagenaries and Korean traditional intonation were used to estimate the nominal frequencies of the whangjong. The nominal frequency can be estimated by 22 Keychuk stones as 266.9 Hz, by Cheongyu and Gabja stones as 262.4~262.5 Hz, and by Gabjin, Sowha 12 and Sowha 13 as Estimating by 22 Kyechuk stones which were matched with the records. These results seem to be more reliable, because it is based on the whol samples of old pyeongyoungs, while the former studies have been based on couples of whangjong stones' sounds.

Vibrational Modes of Pyeon-gyoung (편경의 진동양식 분석)

  • Yoo Junehee
    • Proceedings of the Acoustical Society of Korea Conference
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    • spring
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    • pp.283-286
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    • 2004
  • 기역자형 경석 16개로 구성된 편경의 진동방식 진동수를 분석하였으며, 황종고 청협종에 해당하는 경석의 진동방식 모양을 가속도계, TV 홀로그램 및 STAR system을 이용하여 분석하였다. 각 경석의 진동방식 진동수비와 함께 가속도계, TV 홀로그램 및 STAR 분석을 통해 얻은 진동방식 모양을 제시하였다. 각 경석의 제2진동방식 진동수는 기명진동수의 1.5배, 제3진동방식 진동수는 2.3배이다. 마림바의 경우는 제2진동방식 진동수는 기명진동수의 4배, 제3진동방식은 10.1이다. 진동방식 모양은 황종과 청협이 유사하였으며 중국 편경의 진동방식모양과 유사하였다. 몇몇의 높은 진동방식 모양은 낮은 진동방식의 결합으로 보였다.

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Measurement of Mechanical Properties of Pyeongyeong Chime Stone (편경 제작용 경석 표본의 역학적 물성 측정)

  • Park, Sang-Ha;Noh, Jung-Uk;Sung, Koeng-Mo
    • The Journal of the Acoustical Society of Korea
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    • v.27 no.4
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    • pp.171-177
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    • 2008
  • In this paper, we have measured the fundamental properties of chime stone for Pyeongyeong. The properties are measured by wave propagation in the stone without destroying the stones, the measured properties are the chime stone density, natural frequencies of extensional wave and bending wave, and Young's modulus which is calculated by the measured properties. To find a value for Young's modulus, the fundamental frequencies which are obtained through spectrum analysis of extensional wave and bending wave are used. We calculated Young's modulus of chime stone by theoretical study and measurement on extensional wave and bending wave of the beam. As a result, we obtained Young's modulus by the fundamental frequencies of extensional wave and bending wave which deviation is within 2%.

The Physical and Mechanical Properties of No-Fines Lightweight Concrete Using Synthetic Lightweight Coarse Aggregate (인공경량조골재(人工輕量粗骨材)를 사용(使用)한 무세골재(無細骨材) 경량(輕量)콘크리트의 물리(物理)·가학적(加學的) 특성(特性))

  • Kim, Seong Wan;Min, Jeong Ki;Cho, Seung Seup;Sung, Chan Yong
    • Korean Journal of Agricultural Science
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    • v.23 no.1
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    • pp.39-50
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    • 1996
  • The normal cement concrete is widely used material to build the construction recently, but it has a fault to increase the dead load on account of its unit weight is large compared with strength. So, many engineers are continuously searching for new materials of construction to provide greater performance at lower density. Many studies were carried out on the lightweight aggregate concrete in foreign country in the latter half of the 19th century, therefore lightweight aggregate concrete has been used successfully for many years for structural members. The main purpose of the work described in this paper were to establish its physical and mechanical properties of no-fines lightweight concrete using synthetic lightweight coarse aggregates. Test results are summarized as follows ; The water-cement ratio was shown less than 33% in use synthetic lightweight coarse aggregates, unit weights of synthetic lightweight concrete was shown less than $1,800kg/m^3$ and compressive strength was higher than $200kg/m^2$. And the pulse velocity was more than 3,000m/sec. The relationship of compressive strength between unit weight and pulse velocity was shown to be approximately linear.

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Physical and Mechanical Properties of Synthetic Lightweight Aggregate Concrete (인공경량골재(人工輕量骨材) 콘크리트 물리(物理)·역학적(力學的) 특성(特性))

  • Kim, Seong Wan;Min, Jeong Ki;Sung, Chan Yong
    • Korean Journal of Agricultural Science
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    • v.24 no.2
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    • pp.182-193
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    • 1997
  • The normal cement concrete is widely used material to build the construction recently, but it has a fault to increase the dead load on account of its unit weight is large compared with strength. Therefore, many engineers are continuously searching for new materials of construction to provide greater performance at lower density. The main purpose of the work described in this paper were to establish the physical and mechanical properties of synthetic lightweight aggregate concrete using perlite on fine aggregate and expanded clay, pumice stone on coarse aggregate. The test results of this study are summarized that the water-cement ratio was shown 47% using expanded clay, 56% using pumice stone on coarse aggregate, unit weight was shown $l,622kgf/m^3$ using expanded clay, $l,596kgf/m^3$ using pumice stone on coarse aggregate, and the absorption ratio was shown same as 17%. The compressive strength was shown more than $228kgf/cm^2$, tensile and bending strength was more than $27kgf/cm^2$, $58kgf/cm^2$ at all types, and rebound number with schmidt hammer was increased with increase of compressive strength. The static modulus was $1.12{\times}10^5kgf/cm^2$ using expanded clay, $1.09{\times}10^5kgf/cm^2$ using pumice stone on coarse aggregate, and stress-strain curves were shown that increased with increase of stress, and the strain on the maximum stress was shown identical with $2.0{\times}10^{-3}$, approximately.

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Vibrational Modes of Pyeongeong (편경의 진동모드 분석)

  • Yoo June-Hee
    • The Journal of the Acoustical Society of Korea
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    • v.25 no.3
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    • pp.121-128
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    • 2006
  • Korean pyeongyeong, a set of sixteen L-shape chime stones covering one and one third octaves, is a standard instrument in the Korean traditional court music. We analyze the vibrational mode frequencies in a pyeongyeong replica which is played at the National Center for Korean Traditional Performance Arts and pyeongyeong remains which are exhibited at King Sejong Memorial Museum. The modal shapes on the Whangjong, the 1st stone and Cheonghyurjong, the 16th stone mapped by scanning accelerometer, TV holography and STAR system. The nominal frequencies in pyeongyeong replica at the National Center for Korean Traditional Performance Arts increase linearly with the thickness of the stones and the tones are tuned in line with the musical scale of Sambunsonik. The sexagenary cycles on the pyeongyeong remains at King Sejong Memorial. which show the Year of product indirectly, are different each other and the tones are not tuned in scale. The relative frequency ratios of each modes on stones differ more than just-noticeable differences from those on the pyeongyeong replica. Modal shapes are same for the two stones regardless of the thickness.

The Stress-Strain Properties of No-Fines Lightweight Concrete Using Synthetic Lightweight Coarse Aggregate (인공경량조골재(人工輕量粗骨材)를 사용(使用)한 무세골재(無細骨材) 경량(輕量)콘크리트의 응력(應力)-변형특성(變形特性))

  • Min, Jeong Ki;Kim, Seong Wan;Sung, Chan Yong;Kim, Kyung Tae
    • Korean Journal of Agricultural Science
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    • v.23 no.1
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    • pp.120-130
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    • 1996
  • Concrete is the most commonly used structural materials, but in concrete construction, its self-weight represents a very large proportion of the total load on the structure, and there are clearly considerable advantages in reducing the density of concrete. This study was carried out to investigate the stress-strain properties of no-fines synthetic lightweight concrete with synthetic lightweight coarse aggregates. The used synthetic lightweight coarse aggregate were two types, one was expanded clay with grading 3~8mm, the other is pumice stone with grading 4.75~10mm. The results of this study were summarized as follows ; The static modulus of elasticity of the synthetic lightweight concrete was $1.8{\times}10^5kg/cm^2$ at type CE using the expanded clay and $1.6{\times}10^5kg/cm^2$ at type CL using the pumice stone. The dynamic modulus of elasticity was $1.9{\times}10^5kg/cm^2$(CE) and $2.0{\times}10^5kg/cm^2$(CL). The dynamic modulus of elasticity was 10~30% larger than that of the static modulus of elasticity. The load-time curves of synthetic lightweight concrete were shown approximately similar to each other type except for added foaming agent. The stress-strain curves in uniaxial compressive of synthetic lightweight concrete were similar to each other.

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A Study on the Landscape of Sangwonsa Temple of Early Joseon Period by Records and Picture in Gwaneumhyeonsanggi (관음현상기(觀音現相記)를 통해서 살펴본 조선 초기 상원사의 경관연구)

  • Hong, Kwang-Pyo;Hwang, Min-Ha
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.31 no.3
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    • pp.114-121
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    • 2013
  • Gwaneumhyeonsanggi is a writing of praise of the incarnated White-robed Gwanseumbosal by Choi Hang which King Sejo witnessed at the top of Damhwajeon during his visit to Sangwonsa Temple. In Gwaneumhyeonsanggi, White-robed Gwaneumhwahyeondo drawn by a painter is attached, which demonstrate the feature of Sangwonsa temple in the early Joseon period. This study aimed to examine the landscape features of Sangwonsa in the early Joseon period by records and picture in Gwaneumhyeonsanggi. As a result, it was determined that the building display, spatial structure, building type and landscape arrangement seemed to be unique compared with other temples. In particular, the treatment of scenic stone(景石) is important in terms of landscape because it complements existing ideas and concepts that the temple landscape was mainly made of water as the main resources. Also the trees around the temple shown in the picture in can be compared with the current state of the data is valuable.

Characteristics of Concrete Using Coal-By-product as Fine Aggregate (석탄 부산물인 경석을 잔골재로 사용한 콘크리트의 특성)

  • In-Hwan Yang;Seung-Tae Jeong;Geun-Woo Park;Gyeong-Min Choi
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.12 no.1
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    • pp.53-62
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    • 2024
  • In this paper, an experimental study on the strengths and material properties of concrete manufactured by using coal gangue, as a fine aggregate was conducted. Experimental parameters included coal gangue aggregate contents as a replacement of fine aggregate by 50 % and 100 % (by volume) and fly ash contents. The water-binder ratio was fixed at 0.38. In addition, 30 % of the OPC binder was replaced with fly ash in some mixtures. Test of the unit weight, compressive, split tensile, and flexural tensile strength of concrete were performed and test results were analyzed. Unit weight, compressive strength, split tensile strength, and flexural tensile strength decreased as the coal recycled aggregates increased. In addition, TGA and SEM experiments, which are microstructure experiments, were conducted to analyze thermogravimetric analysis and ITZ by section.