Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain

Liu Bingbing; Qiao Yunlong

doi:doi:10.11648/j.sd.20190705.19

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Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain

Liu Bingbing, Qiao Yunlong

Received: 2 September 2019 Accepted: Published: 8 November 2019

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Abstract

The soil dynamic constitutive model has always been one of the frontier topics in soil dynamics. In the past few decades, the constitutive model of soil has been rapidly developed, and with computer technology and one-dimensional soil earthquakes. In the development of reaction analysis methods, many earthquake response models and calculation procedures for one-dimensional time domain nonlinear soil layers have emerged. In this paper, the deterministic method of theoretical analysis is used to summarize the development of soil constitutive model in soil-time seismic nonlinear method. The time-domain nonlinear soil used in different periods is introduced according to the development order of constitutive model. Layer seismic response procedures and their advantages and disadvantages, as well as the latest improvements made to them. Finally, the development direction of nonlinear method programs is prospected.

DOI	10.11648/j.sd.20190705.19
Published in	Science Discovery (Volume 7, Issue 5, October 2019)
Page(s)	312-317
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Constitutive Model, Soil Seismic Response, Non-Linear

References

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Liu Bingbing, Qiao Yunlong. (2019). Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Science Discovery, 7(5), 312-317. https://doi.org/10.11648/j.sd.20190705.19

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ACS Style

Liu Bingbing; Qiao Yunlong. Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Sci. Discov. 2019, 7(5), 312-317. doi: 10.11648/j.sd.20190705.19

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AMA Style

Liu Bingbing, Qiao Yunlong. Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Sci Discov. 2019;7(5):312-317. doi: 10.11648/j.sd.20190705.19

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@article{10.11648/j.sd.20190705.19,
  author = {Liu Bingbing and Qiao Yunlong},
  title = {Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain},
  journal = {Science Discovery},
  volume = {7},
  number = {5},
  pages = {312-317},
  doi = {10.11648/j.sd.20190705.19},
  url = {https://doi.org/10.11648/j.sd.20190705.19},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190705.19},
  abstract = {The soil dynamic constitutive model has always been one of the frontier topics in soil dynamics. In the past few decades, the constitutive model of soil has been rapidly developed, and with computer technology and one-dimensional soil earthquakes. In the development of reaction analysis methods, many earthquake response models and calculation procedures for one-dimensional time domain nonlinear soil layers have emerged. In this paper, the deterministic method of theoretical analysis is used to summarize the development of soil constitutive model in soil-time seismic nonlinear method. The time-domain nonlinear soil used in different periods is introduced according to the development order of constitutive model. Layer seismic response procedures and their advantages and disadvantages, as well as the latest improvements made to them. Finally, the development direction of nonlinear method programs is prospected.},
 year = {2019}
}

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TY  - JOUR
T1  - Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain
AU  - Liu Bingbing
AU  - Qiao Yunlong
Y1  - 2019/11/08
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190705.19
DO  - 10.11648/j.sd.20190705.19
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 312
EP  - 317
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190705.19
AB  - The soil dynamic constitutive model has always been one of the frontier topics in soil dynamics. In the past few decades, the constitutive model of soil has been rapidly developed, and with computer technology and one-dimensional soil earthquakes. In the development of reaction analysis methods, many earthquake response models and calculation procedures for one-dimensional time domain nonlinear soil layers have emerged. In this paper, the deterministic method of theoretical analysis is used to summarize the development of soil constitutive model in soil-time seismic nonlinear method. The time-domain nonlinear soil used in different periods is introduced according to the development order of constitutive model. Layer seismic response procedures and their advantages and disadvantages, as well as the latest improvements made to them. Finally, the development direction of nonlinear method programs is prospected.
VL  - 7
IS  - 5
ER  -

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Author Information

Liu Bingbing

Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China
Qiao Yunlong

Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China

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APA Style

Liu Bingbing, Qiao Yunlong. (2019). Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Science Discovery, 7(5), 312-317. https://doi.org/10.11648/j.sd.20190705.19

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ACS Style

Liu Bingbing; Qiao Yunlong. Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Sci. Discov. 2019, 7(5), 312-317. doi: 10.11648/j.sd.20190705.19

Copy | Download

AMA Style

Liu Bingbing, Qiao Yunlong. Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain. Sci Discov. 2019;7(5):312-317. doi: 10.11648/j.sd.20190705.19

Copy | Download

@article{10.11648/j.sd.20190705.19,
  author = {Liu Bingbing and Qiao Yunlong},
  title = {Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain},
  journal = {Science Discovery},
  volume = {7},
  number = {5},
  pages = {312-317},
  doi = {10.11648/j.sd.20190705.19},
  url = {https://doi.org/10.11648/j.sd.20190705.19},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20190705.19},
  abstract = {The soil dynamic constitutive model has always been one of the frontier topics in soil dynamics. In the past few decades, the constitutive model of soil has been rapidly developed, and with computer technology and one-dimensional soil earthquakes. In the development of reaction analysis methods, many earthquake response models and calculation procedures for one-dimensional time domain nonlinear soil layers have emerged. In this paper, the deterministic method of theoretical analysis is used to summarize the development of soil constitutive model in soil-time seismic nonlinear method. The time-domain nonlinear soil used in different periods is introduced according to the development order of constitutive model. Layer seismic response procedures and their advantages and disadvantages, as well as the latest improvements made to them. Finally, the development direction of nonlinear method programs is prospected.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Research Status of 1-D Nonlinear Soil Layers Seismic Response in Time Domain
AU  - Liu Bingbing
AU  - Qiao Yunlong
Y1  - 2019/11/08
PY  - 2019
N1  - https://doi.org/10.11648/j.sd.20190705.19
DO  - 10.11648/j.sd.20190705.19
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 312
EP  - 317
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20190705.19
AB  - The soil dynamic constitutive model has always been one of the frontier topics in soil dynamics. In the past few decades, the constitutive model of soil has been rapidly developed, and with computer technology and one-dimensional soil earthquakes. In the development of reaction analysis methods, many earthquake response models and calculation procedures for one-dimensional time domain nonlinear soil layers have emerged. In this paper, the deterministic method of theoretical analysis is used to summarize the development of soil constitutive model in soil-time seismic nonlinear method. The time-domain nonlinear soil used in different periods is introduced according to the development order of constitutive model. Layer seismic response procedures and their advantages and disadvantages, as well as the latest improvements made to them. Finally, the development direction of nonlinear method programs is prospected.
VL  - 7
IS  - 5
ER  -

Copy | Download