摘要
在文［１］的基础上，将地震荷载静力化为单参数荷载体系，对钢筋混凝土框架结构进行了安定性分析，建议了工程抗震中“大震”、“中震”、“小震”
By replacing seismic lateral force on R. C. frame structures by a repeated equivalent static load system with one paramcter, the shakedown analysis of R. C. frame strutures is made, and the limit states corresponding to minor earthquake, moderate earthquake and major earthquake are proposed on the basis of reference 1
出处
《山东建筑大学学报》
1995年第1期13-18,共6页
Journal of Shandong Jianzhu University
关键词
钢筋混凝土
框架结构
地震荷载
安定性分析
reinforced concrete
framed structure
seismis lateral force
shakedown analysis
