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      法住寺 捌相殿의 振動特性에 관한 연구 = The vibrational investigation of Palsangjon in Bupju Temple

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      https://www.riss.kr/link?id=A3008401

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      다국어 초록 (Multilingual Abstract)

      The vibrational investigation of the great Palsangjon, which was made of wood and consisted of the five story, was carried out in this paper. The first natural period. the second natural period, and the damping coefficient for this pagoda were measured.
      And these values are compared with those of Japanese wooden pagoda.
      Based upon this field experiment, the following results were drawn :
      (1) The first natural period were 0.78 sec. and the second natural period were 0.34 sec.
      (2) The damping coefficient for this pagoda were 0.4 percent.
      (3) Though the wooden Palsangjon is different in the structural form from the wooden in Japan. the dynamic characteristics in the Korean wooden pagoda is similar to those of the Japanese wooden pagoda.
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      The vibrational investigation of the great Palsangjon, which was made of wood and consisted of the five story, was carried out in this paper. The first natural period. the second natural period, and the damping coefficient for this pagoda were measure...

      The vibrational investigation of the great Palsangjon, which was made of wood and consisted of the five story, was carried out in this paper. The first natural period. the second natural period, and the damping coefficient for this pagoda were measured.
      And these values are compared with those of Japanese wooden pagoda.
      Based upon this field experiment, the following results were drawn :
      (1) The first natural period were 0.78 sec. and the second natural period were 0.34 sec.
      (2) The damping coefficient for this pagoda were 0.4 percent.
      (3) Though the wooden Palsangjon is different in the structural form from the wooden in Japan. the dynamic characteristics in the Korean wooden pagoda is similar to those of the Japanese wooden pagoda.

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      목차 (Table of Contents)

      • 1.서론
      • 2.실험
      • 3.실험결과
      • 3.1 상시 미동시의 진동특성
      • 3.2 1차 고유주기에 의한 인력가진시에 있어서 진동특성
      • 1.서론
      • 2.실험
      • 3.실험결과
      • 3.1 상시 미동시의 진동특성
      • 3.2 1차 고유주기에 의한 인력가진시에 있어서 진동특성
      • 3.3 2차 고유주기에 의한 인공가진시에 있어서 진동특성
      • 4.다층 목탑의 기본적 동적 특성의 비교
      • 5.결론
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