【作者单位】aSchool of Engineering, Tibet university, Lasa, 850000, China;bSchool of Civil Engineering, Xi’ an University of Architecture and Technology, Xi’an, 710055, China;cChina Energy Engineering Group Shaanxi Electric Power Design Institute Co.,Ltd., Xi’an, 710054, China
【年份】2023
【卷号】Vol.31 No.4
【页码】906-920
【ISSN】1005-0930
【关键词】flexural failure frost-damaged lumped plastic hinge model moment-rotation hysteretic model OpenSEES RC frame beam-column seismic performance
【摘要】 In order to deeply explore the seismic capacity of the frost-damagedreinforced concrete frame beam-column subjected to flexural failure and then carry out an accurate evaluation.Based on the comparative analysis and summary of the existing quasi-sta...
