华侨大学学报（自然科学版）2011，Vol.32Issue(3)：322-325,4.
高强混凝土柱变形-耗能损伤模型的参数确定
Analysis of Deformation-Hysteretic Energy Dissipation Damage Model of High-Strength Reinforced Concrete Columns
摘要
Abstract
Damage evaluation on HRB 400 high-strength reinforcement concrete columns was analyzed based on the deformation-energy dissipation double parameter model. The damage model parameters were found through experimental data. Combining with experimental failure and practical seismic failure, the damage indexes for four failure grades (in good condition, slight failure, moderate failure, and complete collapse) are given. Damage indexes to evaluate the failure model of high-strength reinforcement concrete columns is also presented, which is useful for engineer design and evaluation.关键词
损伤模型/变形-耗能/高强钢筋混凝土/损伤评价Key words
damage model/ deformation-energy dissipation/ high-strength reinforcement concrete/ damage evaluation分类
建筑与水利引用本文复制引用
林煌斌,王全凤,刘良林..高强混凝土柱变形-耗能损伤模型的参数确定[J].华侨大学学报（自然科学版）,2011,32(3):322-325,4.基金项目
国家自然科学基金资助项目(50578066) （50578066）
福建省教育厅B类科研计划项目(JB10099) （JB10099）
高等学校博士学科点专项科研基金资助项目(200803850001) （200803850001）
