摘要
对用于评价钢筋混凝土结构构件在地震作用下破坏程度的双参数损伤模型进行了总结。由于结构类型的多样化、新型建筑材料的应用,施工工艺的创新提高,损伤模型仍需做更深入的研究。
Damage models for evaluating the seismic damage degree of reinforced concrete structural members are summarized. As the diversification of the structure type,the appearance and application of the new building materials, the innovation of construction technology, the damage model is still need to be further studied.
出处
《四川建材》
2017年第3期32-32,141,共2页
Sichuan Building Materials
基金
滨州学院"青年人才创新工程"科研基金项目(BZXYQNLG201602)
关键词
损伤模型
结构抗震
钢筋混凝土
构件
damage model
seismic damage
reinforced concrete
member
