Soil-structure interaction and seismic response analysis of single-layer reticulated dome under oblique incidence seismic wave
HAN Qinghua1,2,3, WANG Yue3, LU Yan1,2,3, LI Yaming4, XUE Yuan5
1.Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin University,Tianjin 300350, China;
2.Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300350, China;
3.School of Civil Engineering, Tianjin University, Tianjin 300350, China;
4.Shanghai Institute of Architectural Design & Research Co., Ltd., Shanghai 200041, China;
5.China Academy of Building Research, Beijing 100013, China
Abstract:To study the soil-structure interaction (SSI) and seismic response of single-layer reticulated dome under oblique incident wave, the equivalent nodal force and viscous-spring artificial boundary was used. The results show that the reticulated dome tilts at the seismic wave incident side and rotates along the incident direction. The maximum support displacement difference reaches 0.514m under oblique incident P-wave, which is 1/250 of the span. The vertex displacement in soft soil is larger than that in medium hard soil and medium soft soil, and first increases then decreases with the increase of incident angle under oblique incident P-wave. The vertex displacement in medium soft soil is larger than that in medium hard soil and soft soil, and increases with the incidence angle increasing under oblique incident SV-wave. Under oblique incident seismic waves, the maximum vertex displacement increase is 5.5 times after considering soil-structure interaction, and the displacement increase at the outer ring of reticulated dome is greater than that at the middle span.
韩庆华1,2,3,王月3,芦燕1,2,3,李亚明4,薛原5. 斜入射地震波下单层球面网壳土-结构相互作用及其地震响应分析[J]. 振动与冲击, 2024, 43(3): 255-264.
HAN Qinghua1,2,3, WANG Yue3, LU Yan1,2,3, LI Yaming4, XUE Yuan5. Soil-structure interaction and seismic response analysis of single-layer reticulated dome under oblique incidence seismic wave. JOURNAL OF VIBRATION AND SHOCK, 2024, 43(3): 255-264.
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