Modal combination method in seismic analysis of both classically and non-classically damped structures

被引：0

作者：

D'Aveni, A ^{[1
]}

Muscolino, G ^{[1
]}

机构：

[1] Univ Catania, Fac Ingn, Ist Sci Costruz, I-95125 Catania, Italy

来源：

EARTHQUAKE RESISTANT ENGINEERING STRUCTURES II | 1999年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A step-by-step approximate procedure is presented to take into consideration high frequency modes neglected in the modal analysis of both classically and non-classically damped structures. This procedure that numerically solves the improved differential motion equations on the reduced subspace, can be considered an extension of the traditional mode acceleration method (MAM), which is very effective only for structural systems subjected to forcing functions described by analytical laws.

引用

页码：435 / 444

页数：4

共 50 条

[1] Improved dynamic correction method in seismic analysis of both classically and non-classically damped structures
D'Aveni, A
Muscolino, G
[J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2001, 30 (04): : 501 - 517
[2] A method for stochastic seismic response analysis of non-classically damped structures
Xu Qing
Gao Cunchen
Wang Junjie
[J]. Earthquake Engineering and Engineering Vibration, 2004, 3 (1) : 75 - 84
[3] A method for stochastic seismic response analysis of non-classically damped structures
徐清
高存臣
王君杰
[J]. Earthquake Engineering and Engineering Vibration, 2004, 3 (01) : 75 - 84
[4] A SUBSPACE MODAL SUPERPOSITION METHOD FOR NON-CLASSICALLY DAMPED SYSTEMS
MAU, ST
[J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1988, 16 (06): : 931 - 942
[5] Perturbation spectrum method for seismic analysis of non-classically damped systems
Wei Guo
Hong-nan Li
Zhen Guo
[J]. Journal of Zhejiang University-SCIENCE A, 2010, 11 : 325 - 334
[6] Perturbation spectrum method for seismic analysis of non-classically damped systems
Wei GUO1
[J]. Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2010, 11 (05) : 325 - 334
[7] Perturbation spectrum method for seismic analysis of non-classically damped systems
Guo, Wei
Li, Hong-nan
Guo, Zhen
[J]. JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2010, 11 (05): : 325 - 334
[8] New real-value modal combination rules for non-classically damped structures
Falsone, G
Muscolino, G
[J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (12): : 1187 - 1209
[9] Correlation coefficients for modal response combination of non-classically damped systems
Gupta, AK
Hassan, T
Gupta, A
[J]. NUCLEAR ENGINEERING AND DESIGN, 1996, 165 (1-2) : 67 - 80
[10] Modal identification of non-classically damped structures using generalized sparse component analysis
Yao, Xiao-Jun
Yi, Ting-Hua
Qu, Chun-Xu
Li, Hong-Nan
[J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (08):

← 1 2 3 4 5 →