Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace
In order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed. The parameter analysis of the timber frame in Song Dynasty palace by peak horizontal acceleration and column bottom fric...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Editorial Office of Journal of Taiyuan University of Technology
2021-05-01
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| Series: | Taiyuan Ligong Daxue xuebao |
| Subjects: | |
| Online Access: | https://tyutjournal.tyut.edu.cn/englishpaper/show-122.html |
| _version_ | 1797216737220886528 |
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| author | Jia WAN Renfu GUO Xiaochen MI Jianwei WEI Tieying LI |
| author_facet | Jia WAN Renfu GUO Xiaochen MI Jianwei WEI Tieying LI |
| author_sort | Jia WAN |
| collection | DOAJ |
| description | In order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed. The parameter analysis of the timber frame in Song Dynasty palace by peak horizontal acceleration and column bottom friction coefficient was conducted. The results show that there are four dynamic responses of the timber frame in Song Dynasty palace: rest, slide, pure-rocking, and slide-rocking. The overall slide of the column of timber frame in Song Dynasty paplace only occurs when the friction coefficient of the column bottom is less than the diameter-to-height ratio; When the friction coefficient of column bottom is greater than the diameter-to-height ratio, the column rock mechanism changes from flexible bending to rigid body rocking. The slip values and rotation values of two column are consistent in FE models. |
| first_indexed | 2024-04-24T11:50:43Z |
| format | Article |
| id | doaj.art-e9b29848415b499b9aa9def76a9cca6f |
| institution | Directory Open Access Journal |
| issn | 1007-9432 |
| language | English |
| last_indexed | 2024-04-24T11:50:43Z |
| publishDate | 2021-05-01 |
| publisher | Editorial Office of Journal of Taiyuan University of Technology |
| record_format | Article |
| series | Taiyuan Ligong Daxue xuebao |
| spelling | doaj.art-e9b29848415b499b9aa9def76a9cca6f2024-04-09T08:04:00ZengEditorial Office of Journal of Taiyuan University of TechnologyTaiyuan Ligong Daxue xuebao1007-94322021-05-0152346647210.16355/j.cnki.issn1007-9432tyut.2021.03.0201007-9432(2021)03-0466-07Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty PalaceJia WAN0Renfu GUO1Xiaochen MI2Jianwei WEI3Tieying LI4College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaThe Bartlett School of Architecture, University College London, London WC1E 6BT, UKCollege of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaIn order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed. The parameter analysis of the timber frame in Song Dynasty palace by peak horizontal acceleration and column bottom friction coefficient was conducted. The results show that there are four dynamic responses of the timber frame in Song Dynasty palace: rest, slide, pure-rocking, and slide-rocking. The overall slide of the column of timber frame in Song Dynasty paplace only occurs when the friction coefficient of the column bottom is less than the diameter-to-height ratio; When the friction coefficient of column bottom is greater than the diameter-to-height ratio, the column rock mechanism changes from flexible bending to rigid body rocking. The slip values and rotation values of two column are consistent in FE models.https://tyutjournal.tyut.edu.cn/englishpaper/show-122.htmltraditional chinese timber structureslidecolumn rockingtime history analysissong dynastypalace |
| spellingShingle | Jia WAN Renfu GUO Xiaochen MI Jianwei WEI Tieying LI Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace Taiyuan Ligong Daxue xuebao traditional chinese timber structure slide column rocking time history analysis song dynasty palace |
| title | Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace |
| title_full | Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace |
| title_fullStr | Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace |
| title_full_unstemmed | Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace |
| title_short | Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace |
| title_sort | nonlinear variable parameter time history analysis on dynamic response of timber frame in song dynasty palace |
| topic | traditional chinese timber structure slide column rocking time history analysis song dynasty palace |
| url | https://tyutjournal.tyut.edu.cn/englishpaper/show-122.html |
| work_keys_str_mv | AT jiawan nonlinearvariableparametertimehistoryanalysisondynamicresponseoftimberframeinsongdynastypalace AT renfuguo nonlinearvariableparametertimehistoryanalysisondynamicresponseoftimberframeinsongdynastypalace AT xiaochenmi nonlinearvariableparametertimehistoryanalysisondynamicresponseoftimberframeinsongdynastypalace AT jianweiwei nonlinearvariableparametertimehistoryanalysisondynamicresponseoftimberframeinsongdynastypalace AT tieyingli nonlinearvariableparametertimehistoryanalysisondynamicresponseoftimberframeinsongdynastypalace |