Inelastic Dynamic Time-history Analysis of a Frame-wall Structrue
DOI:
https://doi.org/10.54691/fse.v2i8.1722Keywords:
Frame-wall Structure, Dynamic Elastoplastic Analysis, YJK, Inelastic Hinge, Fiber ModelAbstract
The teaching building of QiaoTou School is a frame-wall structure, which has 14 storeys. In this paper, the elastoplastic model of the structure is studied. On this basis, the dynamic elastoplastic analysis of the structure is carried out by using YJK software, and the nonlinear dynamic responses of the structure, including structural deformation, component damage, are investigated under the action of rare earthquake. The results show that the buckling meets the target of "no collapse under strong earthquake".
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References
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Ministry of housing and urban-rural development of China: Technical specification for concrete structures of tall building (China Building Industry Press, China 2016). (In Chinese).
He Jianlong. Dynamic elastic-plastic analysis of a super high-rise building in Guangdong, Building structure, vol. 48 (2018), 244-247.
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Zeng Shaoqing, Wu Weihe, Li Lijun.Dynamic elasto-plastic analysis of the Zhuhai bonded port area office buildings, Building structure, vol. 47 (2017), 32-234.
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