Elastoplastic analysis of Kunshan Xintiandi super high-rise office building under earthquake
نویسندگان
چکیده
Kunshan Xintiandi Super Tall Building is 142 meters high, with 3 floors underground and 31 above ground. Its structural system composed of concrete-filled steel tube frame core tube. The elastoplastic time-history analysis the building was carried out by using PKPM-SAWS to analyze overall index whole structure under large earthquake, mechanical performance key components earthquake analyzed, loss mechanism obtained, so as ensure target super high-rise are not bad.
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2021
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1755-1315/791/1/012012