Seismic response analysis of arch dam-water-rock foundation systems
摘要
The effect of water compressibility on the seismic responses of arch dams is not well understood. In this paper, a numerical model is developed with rigorous representation of the dynamic interaction between arch dam-waterrock foundation. The model is applied to the seismic response analysis of an arch dam with a height of 292m designed to a seismic intensity of Ⅸ. It is shown that consideration of the water compressibility clearly decreases the stress responses at key positions of the dam, while the added mass model gives a conservative estimate.
引用本文(GB/T 7714)
杜修力, 王进廷. Seismic response analysis of arch dam-water-rock foundation systems[J]. 地震工程与工程振动:英文版, 2004.
引文网络
本站仅收录题录与摘要供学习参考,全文版权归属出版方;如有侵权请联系我们删除。