Incremental Dynamic Analysis of Guangyue Tower Timber Structure
This paper takes the wooden structure of Guangyue Tower as an example, selects ANSYS finite element software, establishes the upper wooden structure and the finite element model considering the whole structure of the high platform respectively, uses the incremental dynamic analysis method, and uses...
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| Veröffentlicht in: | IOP conference series. Earth and environmental science 2021-04, Vol.719 (2), p.22011 |
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| creator | Sun, Liyue Zhao, Qingshuang Wang, He Jin, Jie Li, Chuankun |
| description | This paper takes the wooden structure of Guangyue Tower as an example, selects ANSYS finite element software, establishes the upper wooden structure and the finite element model considering the whole structure of the high platform respectively, uses the incremental dynamic analysis method, and uses different ground motion intensity parameters to carry on the dynamic time history analysis to it. The results show that the existence of the high platform magnifies the displacement response of the wooden structure, which is not conducive to the seismic resistance of the wooden structure; IDA curve expressed by ground motion intensity parameter PGA can better reflect the overall change of the structure, which is helpful to improve the effectiveness of seismic performance evaluation of Guangyue Tower. |
| doi_str_mv | 10.1088/1755-1315/719/2/022011 |
| format | Article |
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The results show that the existence of the high platform magnifies the displacement response of the wooden structure, which is not conducive to the seismic resistance of the wooden structure; IDA curve expressed by ground motion intensity parameter PGA can better reflect the overall change of the structure, which is helpful to improve the effectiveness of seismic performance evaluation of Guangyue Tower.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/719/2/022011</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Earthquake resistance ; Finite element method ; Ground motion ; Parameters ; Performance evaluation ; Seismic activity ; Seismic response ; Wooden structures</subject><ispartof>IOP conference series. Earth and environmental science, 2021-04, Vol.719 (2), p.22011</ispartof><rights>2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1931-8195945033d4e2609617a92207d06f2c5ae8cbf87c37c888cd52ab01ba44eb053</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids></links><search><creatorcontrib>Sun, Liyue</creatorcontrib><creatorcontrib>Zhao, Qingshuang</creatorcontrib><creatorcontrib>Wang, He</creatorcontrib><creatorcontrib>Jin, Jie</creatorcontrib><creatorcontrib>Li, Chuankun</creatorcontrib><title>Incremental Dynamic Analysis of Guangyue Tower Timber Structure</title><title>IOP conference series. Earth and environmental science</title><description>This paper takes the wooden structure of Guangyue Tower as an example, selects ANSYS finite element software, establishes the upper wooden structure and the finite element model considering the whole structure of the high platform respectively, uses the incremental dynamic analysis method, and uses different ground motion intensity parameters to carry on the dynamic time history analysis to it. 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| subjects | Earthquake resistance Finite element method Ground motion Parameters Performance evaluation Seismic activity Seismic response Wooden structures |
| title | Incremental Dynamic Analysis of Guangyue Tower Timber Structure |
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