Deep learning for nonlinear seismic responses prediction of subway station
•A novel method is proposed to predict the seismic responses of subway stations.•1D-CNN and LSTM are adopted.•The free-field deformation is taken as the input of the surrogate model.•The performance of the surrogate model is tested in different types of waves.•The proposed method reduces the computa...
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Veröffentlicht in: | Engineering structures 2021-10, Vol.244, p.112735, Article 112735 |
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description | •A novel method is proposed to predict the seismic responses of subway stations.•1D-CNN and LSTM are adopted.•The free-field deformation is taken as the input of the surrogate model.•The performance of the surrogate model is tested in different types of waves.•The proposed method reduces the computational cost in stochastic analysis.
A novel and computationally inexpensive method for predicting the nonlinear seismic response of subway stations using deep learning approaches is developed to reduce the computational cost in stochastic seismic responses analysis. The proposed method takes the deformation of the free field where the subway station is located as the input to predict seismic responses of the subway station according to the characteristic of seismic responses of underground structures. One-dimensional convolutional neural network (1D-CNN) and long-short term memory (LSTM) network are adopted for seismic responses modeling of a two-story and three-span subway station in a data-driven fashion as opposed to the computational expensive physics-based finite element model. The prediction performance and extrapolating ability of both models are evaluated and compared with a baseline multi-layer perceptron (MLP) model. With the same training samples, the 1D-CNN has better prediction performance and extrapolating ability than both LSTM and the baseline MLP model and the LSTM model has the worst performance among the three models. The good prediction performance of 1D-CNN makes it suitable to be applied in the stochastic seismic responses analysis using the probability density evolution method (PDEM) which is solved by the finite-difference method (FDM). The evolution characteristics of the probability density function of the layer drift and the distribution characteristics of the peak value of layer drift can be captured by a low computational cost with the proposed method. |
doi_str_mv | 10.1016/j.engstruct.2021.112735 |
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A novel and computationally inexpensive method for predicting the nonlinear seismic response of subway stations using deep learning approaches is developed to reduce the computational cost in stochastic seismic responses analysis. The proposed method takes the deformation of the free field where the subway station is located as the input to predict seismic responses of the subway station according to the characteristic of seismic responses of underground structures. One-dimensional convolutional neural network (1D-CNN) and long-short term memory (LSTM) network are adopted for seismic responses modeling of a two-story and three-span subway station in a data-driven fashion as opposed to the computational expensive physics-based finite element model. The prediction performance and extrapolating ability of both models are evaluated and compared with a baseline multi-layer perceptron (MLP) model. With the same training samples, the 1D-CNN has better prediction performance and extrapolating ability than both LSTM and the baseline MLP model and the LSTM model has the worst performance among the three models. The good prediction performance of 1D-CNN makes it suitable to be applied in the stochastic seismic responses analysis using the probability density evolution method (PDEM) which is solved by the finite-difference method (FDM). The evolution characteristics of the probability density function of the layer drift and the distribution characteristics of the peak value of layer drift can be captured by a low computational cost with the proposed method.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2021.112735</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Artificial neural networks ; Computational efficiency ; Computer applications ; Computing costs ; Cost analysis ; Deep learning ; Drift ; Evolution ; Finite difference method ; Finite element method ; Learning ; Long short-term memory ; LSTM ; Mathematical models ; Multilayers ; Neural networks ; Nonlinear response ; One dimensional CNN ; Performance prediction ; Predictions ; Probability density functions ; Probability theory ; Seismic response ; Seismic response prediction ; Subway station ; Subway stations ; Underground structures</subject><ispartof>Engineering structures, 2021-10, Vol.244, p.112735, Article 112735</ispartof><rights>2021 Elsevier Ltd</rights><rights>Copyright Elsevier BV Oct 1, 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-eb30a1e204fa52237895bfbbac8797fe145e03527e15ca9a890d8bbdc9cc228a3</citedby><cites>FETCH-LOGICAL-c343t-eb30a1e204fa52237895bfbbac8797fe145e03527e15ca9a890d8bbdc9cc228a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029621008853$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Huang, Pengfei</creatorcontrib><creatorcontrib>Chen, Zhiyi</creatorcontrib><title>Deep learning for nonlinear seismic responses prediction of subway station</title><title>Engineering structures</title><description>•A novel method is proposed to predict the seismic responses of subway stations.•1D-CNN and LSTM are adopted.•The free-field deformation is taken as the input of the surrogate model.•The performance of the surrogate model is tested in different types of waves.•The proposed method reduces the computational cost in stochastic analysis.
A novel and computationally inexpensive method for predicting the nonlinear seismic response of subway stations using deep learning approaches is developed to reduce the computational cost in stochastic seismic responses analysis. The proposed method takes the deformation of the free field where the subway station is located as the input to predict seismic responses of the subway station according to the characteristic of seismic responses of underground structures. One-dimensional convolutional neural network (1D-CNN) and long-short term memory (LSTM) network are adopted for seismic responses modeling of a two-story and three-span subway station in a data-driven fashion as opposed to the computational expensive physics-based finite element model. The prediction performance and extrapolating ability of both models are evaluated and compared with a baseline multi-layer perceptron (MLP) model. With the same training samples, the 1D-CNN has better prediction performance and extrapolating ability than both LSTM and the baseline MLP model and the LSTM model has the worst performance among the three models. The good prediction performance of 1D-CNN makes it suitable to be applied in the stochastic seismic responses analysis using the probability density evolution method (PDEM) which is solved by the finite-difference method (FDM). The evolution characteristics of the probability density function of the layer drift and the distribution characteristics of the peak value of layer drift can be captured by a low computational cost with the proposed method.</description><subject>Artificial neural networks</subject><subject>Computational efficiency</subject><subject>Computer applications</subject><subject>Computing costs</subject><subject>Cost analysis</subject><subject>Deep learning</subject><subject>Drift</subject><subject>Evolution</subject><subject>Finite difference method</subject><subject>Finite element method</subject><subject>Learning</subject><subject>Long short-term memory</subject><subject>LSTM</subject><subject>Mathematical models</subject><subject>Multilayers</subject><subject>Neural networks</subject><subject>Nonlinear response</subject><subject>One dimensional CNN</subject><subject>Performance prediction</subject><subject>Predictions</subject><subject>Probability density functions</subject><subject>Probability theory</subject><subject>Seismic response</subject><subject>Seismic response prediction</subject><subject>Subway station</subject><subject>Subway stations</subject><subject>Underground structures</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFkE9LxDAUxIMouK5-BgOeW1-SdpMel_U_C170HNL0dUnZTWrSKn57u1S8enowzMxjfoRcM8gZsNVtl6PfpSGOdsg5cJYzxqUoT8iCKSkyKbg4JQtgBcuAV6tzcpFSBwBcKViQlzvEnu7RRO_8jrYhUh_83vlJoQldOjhLI6Y--ISJ9hEbZwcXPA0tTWP9Zb5pGsxRuSRnrdknvPq9S_L-cP-2ecq2r4_Pm_U2s6IQQ4a1AMOQQ9GaknMhVVXWbV0bq2QlW2RFiSBKLpGV1lRGVdCoum5sZS3nyogluZl7-xg-RkyD7sIY_fRS83JVFQwE45NLzi4bQ0oRW91HdzDxWzPQR3C603_g9BGcnsFNyfWcxGnEp8Ook3Xo7bQ84uRtgvu34wcLjHxh</recordid><startdate>20211001</startdate><enddate>20211001</enddate><creator>Huang, Pengfei</creator><creator>Chen, Zhiyi</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope></search><sort><creationdate>20211001</creationdate><title>Deep learning for nonlinear seismic responses prediction of subway station</title><author>Huang, Pengfei ; Chen, Zhiyi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-eb30a1e204fa52237895bfbbac8797fe145e03527e15ca9a890d8bbdc9cc228a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Artificial neural networks</topic><topic>Computational efficiency</topic><topic>Computer applications</topic><topic>Computing costs</topic><topic>Cost analysis</topic><topic>Deep learning</topic><topic>Drift</topic><topic>Evolution</topic><topic>Finite difference method</topic><topic>Finite element method</topic><topic>Learning</topic><topic>Long short-term memory</topic><topic>LSTM</topic><topic>Mathematical models</topic><topic>Multilayers</topic><topic>Neural networks</topic><topic>Nonlinear response</topic><topic>One dimensional CNN</topic><topic>Performance prediction</topic><topic>Predictions</topic><topic>Probability density functions</topic><topic>Probability theory</topic><topic>Seismic response</topic><topic>Seismic response prediction</topic><topic>Subway station</topic><topic>Subway stations</topic><topic>Underground structures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Huang, Pengfei</creatorcontrib><creatorcontrib>Chen, Zhiyi</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Huang, Pengfei</au><au>Chen, Zhiyi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Deep learning for nonlinear seismic responses prediction of subway station</atitle><jtitle>Engineering structures</jtitle><date>2021-10-01</date><risdate>2021</risdate><volume>244</volume><spage>112735</spage><pages>112735-</pages><artnum>112735</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•A novel method is proposed to predict the seismic responses of subway stations.•1D-CNN and LSTM are adopted.•The free-field deformation is taken as the input of the surrogate model.•The performance of the surrogate model is tested in different types of waves.•The proposed method reduces the computational cost in stochastic analysis.
A novel and computationally inexpensive method for predicting the nonlinear seismic response of subway stations using deep learning approaches is developed to reduce the computational cost in stochastic seismic responses analysis. The proposed method takes the deformation of the free field where the subway station is located as the input to predict seismic responses of the subway station according to the characteristic of seismic responses of underground structures. One-dimensional convolutional neural network (1D-CNN) and long-short term memory (LSTM) network are adopted for seismic responses modeling of a two-story and three-span subway station in a data-driven fashion as opposed to the computational expensive physics-based finite element model. The prediction performance and extrapolating ability of both models are evaluated and compared with a baseline multi-layer perceptron (MLP) model. With the same training samples, the 1D-CNN has better prediction performance and extrapolating ability than both LSTM and the baseline MLP model and the LSTM model has the worst performance among the three models. The good prediction performance of 1D-CNN makes it suitable to be applied in the stochastic seismic responses analysis using the probability density evolution method (PDEM) which is solved by the finite-difference method (FDM). The evolution characteristics of the probability density function of the layer drift and the distribution characteristics of the peak value of layer drift can be captured by a low computational cost with the proposed method.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2021.112735</doi></addata></record> |
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subjects | Artificial neural networks Computational efficiency Computer applications Computing costs Cost analysis Deep learning Drift Evolution Finite difference method Finite element method Learning Long short-term memory LSTM Mathematical models Multilayers Neural networks Nonlinear response One dimensional CNN Performance prediction Predictions Probability density functions Probability theory Seismic response Seismic response prediction Subway station Subway stations Underground structures |
title | Deep learning for nonlinear seismic responses prediction of subway station |
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