EFFICIENT ANALYSIS SCHEME FOR SEISMIC SOIL-STRUCTURE INTERACTION WITH DEEP SOIL LAYER

ZHAO Mi; GAO Zhi-dong; DU Xiu-li; WANG Jun-jie

doi:10.6052/j.issn.1000-4750.2018.04.0245

Volume 36 Issue 10

Turn off MathJax

Article Contents

Abstract

References

Engineering Mechanics > 2019 > 36(10): 58-65. > DOI: 10.6052/j.issn.1000-4750.2018.04.0245

ZHAO Mi, GAO Zhi-dong, DU Xiu-li, WANG Jun-jie. EFFICIENT ANALYSIS SCHEME FOR SEISMIC SOIL-STRUCTURE INTERACTION WITH DEEP SOIL LAYER[J]. Engineering Mechanics, 2019, 36(10): 58-65. DOI: 10.6052/j.issn.1000-4750.2018.04.0245

Citation:

PDF (698 KB)

EFFICIENT ANALYSIS SCHEME FOR SEISMIC SOIL-STRUCTURE INTERACTION WITH DEEP SOIL LAYER

1.
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
2.
College of Civil Engineering, Tongji University, Shanghai 200092, China

More Information

Received Date: April 16, 2018
Revised Date: July 23, 2018

Graphical Abstract

Abstract

Abstract

The direct finite element method is a widely used time history method for seismic soil-structure interaction (SSI) analysis. In this method, the viscous-spring boundary condition is used to model the radiation damping of infinite domain, and the seismic site response is transformed into the equivalent loading. When the soil layer is extraordinary thick, the computational efficiency of seismic SSI analysis especially for three-dimensional problem is very low due to the finite element model of the whole deep soil layer. In this paper, an efficient analysis scheme is developed. In which, the one-dimensional site response analysis is still performed for the whole deep soil layer, and subsequently the bottom artificial boundary of SSI model is moved up from the actual soil layer bottom (bedrock surface) to the location sufficiently near the structure. The theoretical analyses and numerical examples are presented to indicate the accuracy and efficiency of the proposed efficient analysis scheme. The different boundary treatments and seismic inputs at different locations of the moved bottom boundary are compared with the finite element model of the whole deep soil layer. The proposed scheme meets the precision requirements, and some suggestions on artificial boundary treatment and location are given.
- seismic soil-structure interaction,
- site response,
- deep soil layer,
- artificial boundary condition,
- seismic input

FullText(HTML)

References (23)

References

[1]	Wolf J P. Dynamic soil-structure interaction[M]. New Jersey:Prentice Hall, 1985.
[2]	Wolf J P. Soil-structure-interaction analysis in time domain[M]. New Jersey:Prentice Hall, 1988.
[3]	Lysmer J, Wass G. Shear waves in plane infinite structures[J]. Journal of Engineering Mechanics, 1972, 98(1):85-105.
[4]	Lysmer J, Udaka T, Tsai C, et al. FLUSH, a computer program for approximate 3-D analysis of soil-structure interaction problems[R]. Earthquake Engineering Research Center, University of California Berkeley, 1975.
[5]	Wolf J P. The scaled boundary finite element method[M]. New York:John Wiley & Sons Inc., 2003.
[6]	Zhao M, Wu L H, Du X L, et al. Stable high-order absorbing boundary condition based on new continued fraction for scalar wave propagation in unbounded multilayer media[J]. Computer Methods in Applied Mechanics and Engineering, 2018, 334:111-137.
[7]	Zhao M, Li H F, Du X L, et al. Time-domain stability of artificial boundary condition coupled with finite element for dynamic and wave problems in unbounded media[J]. International Journal of Computatioanal Methods, 2018, 15(3):1850099.
[8]	赵密, 杜修力, 刘晶波. 一种高阶精度人工边界条件:出平面外域波动问题[J]. 工程力学, 2012, 29(4):7-14. Zhao Mi, Du Xiuli, Liu Jingbo. A high-order accurate artificial boundary condition:Out-of-plane extreior wave problem[J]. Engineering Mechanics, 2012, 29(4):7-14. (in Chinese)
[9]	Zhao M, Du X L, Liu J B, et al. Explicit finite element artificial boundary scheme for transient scalar waves in two-dimensional unbounded waveguide[J]. International Journal for Numerical Methods in Engineering, 2011, 87(11):1074-1104.
[10]	Lysmer J, Kuhlemeyer R L. Finite dynamic model for infinite media[J]. Journal of the Engineering Mechanics Division, 1969, 95(4):859-878.
[11]	FLAC. (fast Lagrangian analysis of continua) Version 2.10, users manual[R]. Itasca Consulting Group, Inc., 2002.
[12]	Brinkgreve R B J, Vermeer P A. Finite element code for soil and rock analysis[M]. Rotterdan A. A. Balkema, 1998.
[13]	Du X L. Zhao M. A local time-domain transmitting boundary for simulating cylindrical elastic wave propagation in infinite media[J]. Soil Dynamics and Earthquake Engineering, 2010, 30(10):937-946.
[14]	杜修力, 赵密, 王进廷. 近场波动模拟的人工应力边界条件[J]. 力学学报, 2006, 38(1):49-56. Du Xiuli, Zhao Mi, Wang Jinting. A stress artificial boundary in for near-field wave problem[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(1):49-56. (in Chinese)
[15]	刘晶波, 王振宇, 杜修力, 等. 波动问题中的三维时域粘弹性人工边界[J]. 工程力学, 2005, 22(6):46-51. Liu Jingbo, Wang Zhenyu, Du Xiuli, at al. Three-dimensional visco-elastic artificial boundaries in time domain for wave motion problems[J]. Engineering Mechanics, 2005, 22(6):46-51. (in Chinese)
[16]	刘晶波, 吕彦东. 结构-地基动力相互作用问题分析的一种直接方法[J]. 土木工程学报, 1998, 31(3):55-64. Liu Jingbo, Lü Yandong. A direct method for analysis of dynamic soil-structure interaction[J]. China Civil Engineering Journal, 1998, 31(3):55-64. (in Chinese)
[17]	Zhao M, Gao Z D, Wang L T, et al. Obliquely incident earthquake input for soil-structure interaction in layered half space[J]. Earthquakes and Structures, 2017, 13(6):573-588.
[18]	包锐, 周叮, 刘伟庆, 等. 粘弹性人工边界及其在盆地地震效应研究中的应用[J]. 世界地震工程, 2013, 29(4):133-140. Bao Rui, Zhou Ding, Liu Weiqing, at al. Viscous-spring artificial boundary and its application to study on seismic effect of basin[J]. World Information on Earthquake Engineering, 2013, 29(4):133-140. (in Chinese)
[19]	陈灯红, 杜成斌, 苑举卫. 基于ABAQUS的粘弹性边界单元及在重力坝抗震分析中的应用[J]. 世界地震工程, 2010, 26(3):127-132. Chen Denghong, Du Chengbin, Yuan Juwei. Viscous-spring boundary element based on ABAQUS and application to dynamic analysis of agravity dam[J]. World Information on Earthquake Engineering, 2010, 26(3):127-132. (in Chinese)
[20]	杜修力, 赵密. 基于黏弹性边界的拱坝地震反应分析方法[J]. 水利学报, 2006, 37(9):1063-1069. Du Xiuli, Zhao Mi. Analysis method for seismic response of arch dams in time domain based on viscous-spring artificial boundary condition[J]. Journal of Hydraulic Engineering, 2006, 37(9):1063-1069. (in Chinese)
[21]	黄景琦, 杜修力, 田志敏, 等. 斜入射SV波对地铁车站地震响应的影响[J]. 工程力学, 2014, 31(9):81-88. Huang Jingqi, Du Xiuli, Tian Zhimin, et al. Effect of the oblique incidence of seismic SV waves on the seismic response of subway station structure[J]. Engineering Mechanics, 2014, 31(9):81-88. (in Chinese)
[22]	杜修力, 李洋, 赵密, 等. 下卧刚性基岩条件下场地土-结构体系地震反应分析方法研究[J]. 工程力学, 2017, 34(5):52-59. Du Xiuli, Li Yang, Zhao Mi, et al. Seismic response analysis method for soil-structure interaction system of underlying rigid rock base soil condition[J]. Engineering Mechanics, 2017, 34(5):52-59. (in Chinese)
[23]	赵密, 王利涛, 高志懂, 等. 土-结构相互作用分析中几类地震动输入方式的比较[J]. 震灾防御技术, 2017, 12(3):589-598. Zhao Mi, Wang Litao, Gao Zhidong, et al. Comparison of earthquake input methods for soil-structure interaction analysis[J]. Technology for Earthquake Disaster Prevention, 2017, 12(3):589-598. (in Chinese)

Cited By

Get Citation

PDF

XML

Article Metrics

Article views (477) PDF downloads (130)

EFFICIENT ANALYSIS SCHEME FOR SEISMIC SOIL-STRUCTURE INTERACTION WITH DEEP SOIL LAYER

Abstract

References

Catalog

Article Metrics

Related

EFFICIENT ANALYSIS SCHEME FOR SEISMIC SOIL-STRUCTURE INTERACTION WITH DEEP SOIL LAYER

Abstract

References

Catalog

Article Metrics

Related

Export File

Citation

Format

Content