摘要
本文根据建筑结构基于性能的抗震设计思想,介绍了钢筋砼剪切型结构地震损伤模型及其性能参数的确定方法,根据国内外最新研究成果,通过与我国现行抗震设计规范三水准设计目标的比较,提出了地震损伤目标的确定和基于地震损伤性能的设计准则和方法.
Based on the anti-seismic designing idea of architecture structure that is depending on the performance, this paper develops a new seismic damage model for reinforced concrete structure which is subjected to shedr loading, and the method of determining the performance parameters of the model is proposed. By comparing the latest research results both domestic and international with designing scheme of three standards which is currenthy used for national regulations on antiseismic design, the determination on seismic damage objective and the designing principles and method based on the seismic damage performance are also proposed.
出处
《大连大学学报》
2000年第6期1-7,共7页
Journal of Dalian University
关键词
抗震设计
建筑结构
地震损伤性能
损伤模型
钢筋砼结构
seismic damage
performance-based anti-seismic design
damage model
damaging performance objective,