라이즈 스팬 비에 의한 200m 허니컴 래티스 돔의 동적 응답 분석 = Dynamic Response Analysis of 200m Honeycomb Lattice Domes by Rise Span Ratio

다국어 초록 (Multilingual Abstract)

The objective of this study is to analysis the seismic response of 200m spanned honeycomb lattice domes under horizontal and up-down ground motion of El Centro earthquake. For the analysis of seismic response of the honeycomb lattice domes by rise/span ratio, the time history analysis is used for the estimation of the dynamic response. The low rise lattice dome is less deformed and less stressed than the high rise lattice dome for the earthquake ground motion. The 3-dimensional earthquake response is not significantly different the dynamic response of one directional ground motion. The earthquake response of domes with LRB isolation system is significantly reduced for the asymmetric vertical deformation and the horizontal and vertical accelerations.

참고문헌 (Reference)

1 이영락, "개폐식 대공간 구조물의 효율적인 지진응답제어를 위한 TMD의 최적 설치 위치 분석" 한국공간구조학회 18 (18): 43-50, 2018

2 Kato, S., "Response Reducing Effect of Seismic Isolation System Installed between Large Dome and Lower Structures" 323-330, 2000

3 박강근, "LRB 면진 장치를 갖는 100m 단층 래티스 돔의 지진 응답에 대한 감소 효과 분석" 한국공간구조학회 19 (19): 53-64, 2019

4 Saka, T., "Elastic Buckling Behavior of Triangle and Hexagon Double-Layer Brace Domes" 97-104, 2000

5 Liew, J. Y. R., "Design and Construction of Complex Large Roof Structures" 56-70, 2018

6 박강근, "300m 단층 래티스 돔의 면진 장치에 대한 지진 반응 해석" 한국공간구조학회 18 (18): 105-116, 2018