Verification of LSSRLI-1 Applicability on Soft Sites Using Exact Solution

Rui Shan Li; Xiao Ming Yuan

doi:10.4028/www.scientific.net/AMM.580-583.1559

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Verification of LSSRLI-1 Applicability on Soft...

Verification of LSSRLI-1 Applicability on Soft Sites Using Exact Solution

Abstract:

LSSRLI-1 is an equivalent linear program which is used for seismic ground response analysis. Since the LSSRLI-1 was proposed by Xiaojun Li in 1989, it played very important role in seismic safety evaluation, solved the inputting problem for dynamic response analysis of structure. Some deficiency was found in the practice, especially when the layered site is soft. Linear exact solution is deduced in the frequency domain.based on the engineering wave theory. A program is compiled in the MATLAB environment, which is used to compare with the LSSRLI-1 results, including the ground response spectrum and the soil strain distribution.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1559-1563

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1559

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Cite this paper

Online since:

July 2014

Authors:

Rui Shan Li*, Xiao Ming Yuan

Keywords:

Deficiency, Exact Solution, LSSRLI-1, Seismic Analysis, Soft Sites

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* - Corresponding Author

References

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