1 |
ABAQUS (2011) ABAQUS Documentation, Dassault Systems, Providence, RI, USA.
|
2 |
American Society of Civil Engineers (2000) Seismic Analysis of Safety-Related Nuclear Structures and Commentary, ASCE 4-98.
|
3 |
Astley, R.J. (2000) Infinite Elements for Wave Propagation: a Review of Current Formulations and an Assessment of Accuracy, Int. J. Num. Methods Eng., 49, pp.951-976.
DOI
|
4 |
Asvadurov, S., Druskin, V., Guddati, M.N., Knizhnerman, L. (2003) On Optimal Finite-Differnce Approximation of PML, SIAM J. Num. Anal., 41, pp.287-305.
DOI
|
5 |
Basu, U., Chopra, A.K. (2003) Perfectly Matched Layers for Time-Harmonic Elastodynamics of Unbounded Domains: Theory and Fnite-element Implementation, Comput. Methods Appl. Mech. & Eng., 192, pp.1337-1375.
DOI
|
6 |
Basu, U., Chopra, A.K. (2004) Perfectly Matched Layers for Transient Elastodynamics of Unbounded Domains, Int. J. Num. Methods Eng., 59, pp.1039-1074.
DOI
|
7 |
Beskos, D.E. (1987) Boundary Element Methods in Dynamic Analysis, Appl. Mech. Rev., 40, pp.1-23.
DOI
|
8 |
Beskos, D.E. (1997) Boundary Element Methods in Dynamic Analysis: Part II (1986-1996), Appl. Mech. Rev., 50, pp.149-197.
DOI
|
9 |
Building Seismic Safety Council (2003) NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 451, National Institute of Building Sciences.
|
10 |
Building Seismic Safety Council (2006) NEHRP Recommended Provisions: Design Examples, FEMA 451, National Institute of Building Sciences.
|
11 |
Gasparini, D.A., Vanmarcke, E.H. (1976) Simulated Earthquake Motions Compatible with Prescribed Response Spectra, R76-4, Dept. of Civil Engineering, Massachusetts Inst. of Technology, Cambridge.
|
12 |
Givoli, D. (2004) High-order Local Non-reflecting Boundary Conditions: A Review, Wave Motion, 39, pp.319-326.
DOI
|
13 |
Guddati, M.N. (2006) Arbitrarily Wide-Angle Wave Euations for Complex Media, Comput. Methods Appl. Mech. &. Eng., 195, pp.65-93.
DOI
|
14 |
Guddati, M.N., Tassoulas, J.L. (2000) Continuedfraction Absorbing Boundary Conditions for the Wave Equation, J. Comput. Acoust., 8, pp.139-156.
DOI
|
15 |
Kausel, E. (1974) Forced Vibrations of Circular Foundations on Layered Media, Research Report R74-11, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
|
16 |
Lee, J.H., Kim, J.K., Kim, J.H. (2014) Nonlinear Analysis of Soil-Structure Interaction using Perfectly Matched Discrete Layers, Comput. & Struct., 142, pp.28-44.
DOI
|
17 |
Lee, J.H., Kim, J.H., Kim, J.K. (2016) Perfectly Matched Discrete Layers for Three-Dimensional Nonlinear Soil-structure Interaction Analysis, Comput. & Struct., 165, pp.34-47.
DOI
|
18 |
Mayer, R.L., Naeim. F. (2001) Design of Structures with Seismic Isolation, in: Naeim, F. (Eds), The Seism. Des. Handbook, 2nd edition, Springer, pp.723-755.
|
19 |
Rabinovich, D., Givioli, D., Becache, E. (2010) Comparison of High-order Absorbing Boundary Conditions and Perfectly Matched Layers in the Frequency Domain, Int. J. Num. Methods Biomed. Eng., 26, pp.1351-1369.
DOI
|
20 |
Roesset, J.M., Tassoulas, J.L. (1982) Nonlinear Soil Structure Interaction: An Overview, in Datta, S.K. (Eds.), Earthquake Ground Motion and Its Effects on Structures, ASME, New York, pp. 41-57.
|
21 |
Seo, C.-G., Yun, C.-B., Kim, J.-M. (2007) Cuboidal Infinite Elements for Soil-Structure interaction Analysis in Multi-Layered Half-space, J. Comput. Struct. Eng. Inst. Korea, 20, pp.39-50.
|
22 |
U.S. Nuclear Regulatory Commission (1973) Regulatory Guide 1.60, Revision 1.
|