摘要
通过对9根Z形截面柱在双向偏心集中力作用下的试验研究,揭示了Z形截面双向压弯柱的破坏形态及正截面承载力的一般规律.在此基础上,采用数值积分方法,编制了相应的电算程序,对其受力性能作了进一步的理论分析.
Based on the experimental study of 9 R.C short columns with 'Z' shaped section subjected to axial compression and cyclically biaxial bending, this paper reveals the failure pattern and general regularity for load-bearing capacity of the columns. The theoretical analyses result using the digital iteration method is proposed.
出处
《华东交通大学学报》
2004年第1期8-11,20,共5页
Journal of East China Jiaotong University
