摘要
本文在分析总结钢筋混凝土框架结构弹塑性反应的特点和规律、抗震能力评定方法、以及框架房屋不同破坏状态的变形指标等问题的基础上,提出了钢筋混凝土框架房屋震害预测方法。并编制了计算机程序。
In this paper, based on characters and laws of elasto-plastic response, evaluation method of seismic capability and deformation indexs of various damage states for reinforced concrete frames, a method for prediction of seismic damage for reinforced concrete frames is put forward, and the corresponding program is developed.
出处
《建筑科学》
1989年第1期16-23,共8页
Building Science
