Dynamic soil-structure interaction under complex soil environment
LIN Gao1,2, LI Zhi-yuan1,2, LI Jian-bo1,2
1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Institute of Earthquake Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:The dynamic soil-structure interaction (SSI) analysis is of great significance to the earthquake safety evaluation of infrastructures, such as dams, bridges, nuclear power structures, etc. The state of the art and the current design practice of SSI analysis are briefly reviewed. It is worth to mention that after the 2011 accident of Fukushima Nuclear Power Plant in Japan, the international demand for the earthquake safety of nuclear power structures has been raised. Hence, it is imperative to develop more advanced appropriate computational models for the safety evaluation of the important structures. For this purpose, a novel SSI analysis model under complex soil environment is proposed so that the influences of the inhomogeneities appearing in the near field of the structure including the layering of the half-space, the embedment of the foundation, the layout level of the foundation base, the existence of adjacent structures, the nearly soft geologic inclusions, the irregular interfaces between the layers can be easily and conveniently taken into consideration without additional effort. As a result, the computation can be more accurate and efficient. Numerical examples are provided to validate the effectiveness of the proposed approach.
林皋, 李志远, 李建波. 复杂地基条件下土-结构动力相互作用分析[J]. 岩土工程学报, 2021, 43(9): 1573-1580.
LIN Gao, LI Zhi-yuan, LI Jian-bo. Dynamic soil-structure interaction under complex soil environment. Chinese J. Geot. Eng., 2021, 43(9): 1573-1580.
[1] KAUSEL E.Early history of soil-structure interaction[J]. Soil Dynamics and Earthquake Engineering, 2010, 30(9): 822-832. [2] GAZETAS G.Analysis of machine foundation vibrations: state of the art[J]. International Journal of Soil Dynamics and Earthquake Engineering, 1983, 2(1): 2-42. [3] LAMB H.On the Propagation of tremors over the surface of an elastic solid[J]. Philosophical Transactions of the Royal Society of London, Series A, 1904, 203: 1-42. [4] MINDLIN R D.Force at a point in the interior of a semi- infinite solid[J]. Physics, 1936, 7(5): 195-202. [5] REISSNER E.Stationäre, axialsymmetrische, durch eine schüttelnde Masse erregte Schwingungen eines homogenen elastischen Halbraumes[J]. Ingenieur-Archiv, 1936, 7(6): 381-396. [6] AS U V, YT U W.Lateral and rocking vibration of footings[J]. ASCE, J Soil Mech Found Div, 1971, 97(SM9): 1227-1248. [7] LUCO J E, WESTMANN R A.Dynamic response of circular footings[J]. Journal of Engineering Mechanics, ASCE, 1971, 97: 1381-1395. [8] LUCO J E, WESTMANN R A.Dynamic response of a rigid footing bonded to an elastic half space[J]. Journal of Applied Mechanics, 1972, 39(2): 527-534. [9] HADJIAN A H, TSENG W S, et al.The learning from the large scale Lotung soil-structure interaction experiments[C]// Proc. Second International Conference on Recent Advances in Geothechnial Earthquake Engineering and Soil Dynamics, 1991. [10] 井口道雄. 大型模型による原子炉建屋と地盤の動的相互作用試験[C]// 日本建築学会大会学術講演梗概集, 1984-1987, 东京. (MICHIO I. Dynamic interaction test between reactor building and ground using a large model[C]// Summary of Academic Lectures at the Architectural Society of Japan Conference, 1984-1987, Tokyo. (in Chinese)) [11] Seismic Analysis of Safety-Related Nuclear Structures: ASCEStandard/SEI 4-16[S]. 2016. [12] Seismic Analysis of Safety-Related Nuclear Structures: ASCEStandard/SEI 4-98[S]. 1998. [13] KAUSEL E.Local transmitting boundaries[J]. Journal of Engineering Mechanics, ASCE, 1988, 114(6): 1011-1027. [14] WOLF J P.A comparison of time‐domain transmitting boundaries[J]. Earthquake Engineering & Structural Dynamics, 1986, 14(4): 655-673. [15] DEEKS A J, RANDOLPH M F.Axisymmetric time-domain transmitting boundaries[J]. Journal of Engineering Mechanics, 1994, 120(1): 25-42. [16] 刘晶波, 王振宇, 杜修力, 等. 波动问题中的三维时域黏弹性人工边界[J]. 工程力学, 2005, 22(6): 46-51. (LIU Jing-bo, WANG Zhen-ning, DU Xiu-li, et al.Three-dimensional visco-elastic artificial boundaries in time domain for wave motion problems[J]. Engineering Mechanics, 2005, 22(6): 46-51. (in Chinese)) [17] 廖振鹏, 黄孔亮, 杨柏坡, 等. 暂态波透射边界[J]. 中国科学(A辑), 1984(6): 556-564. (LIAO Zhen-peng, HUANG Kong-liang, YANG Bai-po, et al.Transient wave transmission boundary[J]. Science China (A), 1984(6): 556-564. (in Chinese)) [18] WOLF J P.Dynamic Soil-Structure Interaction[M]. Englewood Cliffs: Prentice Hall, 1985. [19] LIN G, HAN Z J, LU S, et al.Wave motion equation and the dynamic Green's function for a transverse isotropic multilayered half-space[J]. Soils and Foundations, 2017, 57(3): 397-411. [20] 李志远. 复杂层状地基中的波动传播和地下结构地震响应的研究[D]. 大连: 大连理工大学, 2019. (LI Zhi-yuan.The Research of Wave Propagation and Seismic Response of Underground Structure in Complex Layered Soil[D]. Dalian: Dalian University of Technology, 2019. (in Chinese)) [21] RADMANOVIC B, KATZ C.A high performance scaled boundary finite element method[C]// IOP Conference Series: Materials Science and Engineering, 2010, IOP Publishing. [22] LIN G, LU S, LIU J.Transmitting boundary for transient analysis of wave propagation in layered media formulated based on acceleration unit-impulse response[J]. Soil Dynamics and Earthquake Engineering, 2016, 90: 494-509. [23] AI Z Y, ZHANG Y F.Plane strain dynamic response of a transversely isotropic multilayered half-plane[J]. Soil Dynamics and Earthquake Engineering, 2015, 75: 211-219. [24] DE BARROS F C P, ENRIQUE LUCO J. Amplification of obliquely incident waves by a cylindrical valley embedded in a layered half-space[J]. Soil Dynamics and Earthquake Engineering, 1995, 14(3): 163-175.