Proper interpretation of sectional analysis resultsOA
Displacement control algorithms commonly used to evaluate axial force-bending moment(PM)diagrams may lead to incorrect interpretations of the strength envelopes for asymmetric sections.This paper aims to offer valuable insigh…查看全部>>
Juyuan Zheng;Yuli Huang;Zhe Qu
Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin,150080,China Key Laboratory of Earthquake Disaster Mitigation,Ministry of Emergency Management,Harbin,150080,ChinaArup,560 Mission Street,Suite 700,San Francisco,CA,94105,United StatesKey Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin,150080,China Key Laboratory of Earthquake Disaster Mitigation,Ministry of Emergency Management,Harbin,150080,China
地球科学
Fiber section modelAxial force-moment interaction diagramLimit stateFailure surface
《Earthquake Research Advances》 2024 (2)
P.65-71,7
supported by the Natural Science Foundation of China(52122811).
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