This study analyze the dynamic response property of latticed domes according to natural frequency ratio of substructure. Through eigenvalue analysis, it is was confirmed that the half-open angle 30° and 45° dominate vibration mode of the vertical direction and the half-open angle 60° and 90° dominate vibration mode of the horizontal direction. Through the dynamic response analysis, it is was confirmed that the first frequency about total structure largely appears about the vertical and the horizontal direction regardless of half-open angle.

1. 서론
 2. 해석모델의 개요
  2.1 해석모델의 제원
  2.2 해석모델의 동적해석 개요
 3. 해석모델의 고유치 분석
  3.1 해석모델의 고유모드형상
  3.2 해석모델의 모드별 진동수
 4. 해석모델의 동적응답분석
  4.1 해석 모델의 최대 변위응답비
  4.2 해석 모델의 최대 가속도응답비
 5. 결론
 감사의 글
 References

• 이영락(영남대학교 건축학과 박사과정) | Lee Young-Rak
• 석근영(영남대학교 건축학부 겸임교수) | Seok Keun-Young
• 강주원(영남대학교 건축학부) | Kang Joo-Won 교신저자