Influence of Structural Damping Uncertainty on Damping Reduction Factor

被引:4
作者
Fiore, Alessandra [1 ]
Greco, Rita [1 ]
机构
[1] Politecn Bari, DICAR, Via Orabona 4, I-70125 Bari, Italy
关键词
Damping reduction factor; peak theory; stationary stochastic process; random vibration theory; direct perturbation method; STOCHASTIC-ANALYSIS; SEISMIC RESPONSE; PREDICTION; BUILDINGS; DURATION; SPECTRA; SYSTEMS;
D O I
10.1080/13632469.2020.1747573
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In practice, elastic response spectra are generally obtained by utilizing the 5% value for the damping ratio. The Damping Reduction Factor (DRF) allows to account for higher damping values. As proved by many literature studies, the DRF mainly depends on the structural damping ratio, until now essentially treated in a deterministic way. In this framework, the main aim of the present study is to explore a new definition of DRF including the effects of probabilistic uncertainties. Uncertainty is incorporated in both the random process, adopted to model the dynamic input, and the damping coefficient, introduced in the analysis as an uncertain variable.
引用
收藏
页码:1899 / 1920
页数:22
相关论文
共 45 条
[1]  
[Anonymous], 1973, 46 NAT BUR STAND US
[2]  
[Anonymous], 1997, UN BUILD COD
[3]  
[Anonymous], 1996, ATC-40
[4]  
[Anonymous], 2000, PRESTANDARD COMMENTA
[5]  
[Anonymous], 1997, FEMA 273 NEHRP GUIDE
[6]  
[Anonymous], SEISM DES CRIT 1 4
[7]  
[Anonymous], 2004, Random vibrations analysis of structural and mechanical systems
[8]  
Applied Technology Council (ATC), 1986, P SEM WORKSH BAS IS
[9]   Effects of Damping Uncertainties on Damping Reduction Factors [J].
Benahmed, Baizid ;
Hammoutene, Malek ;
Cardone, Donatello .
PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2017, 61 (02) :341-350
[10]   Scaling of spectral displacement ordinates with damping ratios [J].
Bommer, JJ ;
Mendis, R .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (02) :145-165