- 摘 要
-
（同濟大學(xué)建筑工程系，上海 200092）
［摘要］通過分析基于概率抗震性能評估方法的技術(shù)框架，確定該方法的基本假定。基于典型鋼框架動力彈塑性計算結(jié)果的統(tǒng)計分析，證明基于我國規(guī)范設(shè)計的鋼框架結(jié)構(gòu)符合該方法的基本假定。因此，基于概率抗震性能評估方法適用于基于我國規(guī)范設(shè)計的鋼框架結(jié)構(gòu)的抗震性能評估，并采用該方法建立鋼框架結(jié)構(gòu)層間位移角風(fēng)險曲線，對鋼框架結(jié)構(gòu)達到“大震不倒”抗震目標的能力給予概率意義上的量化。
［關(guān)鍵詞］鋼框架；基于概率抗震性能評估；層間位移角風(fēng)險曲線
中圖分類號：TU352-1文獻標識碼：A文章編號：1002-848X(2012)03-0057-04
Probabilistic performance-based seismic evaluation of steel frame
Chen Meng，Shen Zuyan(Department of Building Engineering, Tongji University, Shanghai 200092, China)
Abstract:By analyzing the technical framework of probabilistic performance-based seismic evaluation method, the basic assumptions were determined. Based on the statistical analysis of dynamic elastic-plastic analysis result of typical steel frame, it is proved that China code-designed steel frame agrees with the basic assumptions. Therefore, probabilistic performance-based seismic evaluation method is adequate for seismic performance evaluation of China code-designed steel frame. According to the method, drift hazard curve of steel frame was established. The probability of ability steel frame reaching anti-collapse performance level under rare earthquake was quantified.
Keywords:steel frame; probabilistic performance-based seismic evaluation; drift hazard curve
作者簡介：陳猛，博士研究生，工程師，Email:chmdoittt@gmail.com。
參考文獻
［1］SHONE N.Probabilistic seismic demand analysis of nonlinear structures［D］.Stanford:Stanford University,1999.
［2］JALAYER F.Direct probabilistic seismic analysis:implementing non-linear dynamic assessments［D］.Stanford:Stanford University,2003.
［3］陳猛.鋼結(jié)構(gòu)抗震設(shè)計的合理方法研究［D］.上海：同濟大學(xué),2010.
［4］李國強,孫飛飛.關(guān)于鋼結(jié)構(gòu)抗震存在的問題及建議［J］.地震工程與工程振動,2006,26(3):108-114.
［5］沈祖炎,孫飛飛.關(guān)于鋼結(jié)構(gòu)抗震設(shè)計方法的討論和建議［J］.建筑結(jié)構(gòu),2009,39(11):115-122
