摘要
介绍日本钢筋混凝土结构二阶段抗震设计方法,重点介绍第二阶段大震设计方法。该方法包括,第二阶段的抗震设计目标、地震作用需求、结构屈服机制设计、结构屈服机制保证设计,以及第二阶段结构分析方法、轴压比限值、材料强度取值和非结构构件的设计要求等。方法可供建立我国大震抗倒塌定量计算方法参考。
The two-level seismic design methodology for reinforced concrete(RC) building structures in Japan is introduced.The design method of level 2 corresponding to severe earthquake is presented,which included the acceptable design index,the definition of the earthquake force,the design of failure mechanism for the structure,and the ensuring design of structures' failure mechanism.The corresponding analysis method,axial force limit of RC columns,concrete and steel strength value and the performance the non-structural element under the second level earthquake intensity are introduced.The method is helpful for developing a methodology to conduct quantitative anti-collapse seismic design for RC buildings under severe earthquake in China.
出处
《建筑结构》
CSCD
北大核心
2010年第6期114-118,43,共6页
Building Structure
基金
国家科技支撑计划项目(2009BAJ28B01)
国家自然科学基金重大研究计划重点项目资助(90815025)
关键词
钢筋混凝土结构
抗震设计
大震
屈服机制
轴压比限值
reinforced concrete structure
seismic design
severe earthquake
failure mechanism
axial force ratio limit