摘要
阐述了Pushover分析的基本原理和实施步骤,并建立了一个简单的框架模型,通过对该模型进行Pushover工况分析,结果表明,Pushover方法与现行抗震规范中只验算薄弱层的弹塑性位移方法相比具有较好的优越性,值得推广。
The paper illustrates the basic principle and implementation steps for the Pushover analysis, establishes the simple frame model, un- dertakes the working condition of Pushover analysis on the model, and proves by the result that the Pushover method has more advantages than the elastic-plastic displacement method which only recalculates the weak layer in the current anti-seismic regulation, so it can be further extended.
出处
《山西建筑》
2013年第32期37-38,共2页
Shanxi Architecture
