Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes
In this paper, the Abaqus model of an 8 layer isolation structure is established, and the connector element provided in the software is used to simulate the stiffness multilinearity in the horizontal and vertical direction of the isolation bearing. In the numerical analysis, six kinds of working con...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2018-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://doi.org/10.1051/e3sconf/20185302017 |
| _version_ | 1819275868036399104 |
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| author | Ren Yue Wang Ruidong Liu Wenguang He Wenfu |
| author_facet | Ren Yue Wang Ruidong Liu Wenguang He Wenfu |
| author_sort | Ren Yue |
| collection | DOAJ |
| description | In this paper, the Abaqus model of an 8 layer isolation structure is established, and the connector element provided in the software is used to simulate the stiffness multilinearity in the horizontal and vertical direction of the isolation bearing. In the numerical analysis, six kinds of working conditions are set up to compare the vertical displacement, the peak acceleration and the interlayer displacement etc, and the effect of bearing failure on the superstructure is obtained. |
| first_indexed | 2024-12-23T23:31:09Z |
| format | Article |
| id | doaj.art-7558f236d0904a988802fe5950212880 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-23T23:31:09Z |
| publishDate | 2018-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-7558f236d0904a988802fe59502128802022-12-21T17:26:01ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01530201710.1051/e3sconf/20185302017e3sconf_icaeer2018_02017Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong EarthquakesRen YueWang RuidongLiu WenguangHe WenfuIn this paper, the Abaqus model of an 8 layer isolation structure is established, and the connector element provided in the software is used to simulate the stiffness multilinearity in the horizontal and vertical direction of the isolation bearing. In the numerical analysis, six kinds of working conditions are set up to compare the vertical displacement, the peak acceleration and the interlayer displacement etc, and the effect of bearing failure on the superstructure is obtained.https://doi.org/10.1051/e3sconf/20185302017 |
| spellingShingle | Ren Yue Wang Ruidong Liu Wenguang He Wenfu Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes E3S Web of Conferences |
| title | Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes |
| title_full | Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes |
| title_fullStr | Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes |
| title_full_unstemmed | Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes |
| title_short | Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes |
| title_sort | numerical simulation analysis of collapse process of isolated structure in strong earthquakes |
| url | https://doi.org/10.1051/e3sconf/20185302017 |
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