DYNAMIC ANALYSIS OF NON-PROPORTIONALLY DAMPED SYSTEMS

被引：39

|

作者：

DUNCAN, PE

TAYLOR, RE

机构：

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1979年 / 7卷 / 01期

关键词：

D O I：

10.1002/eqe.4290070109

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

收藏

页码：99 / 105

页数：7

相关论文

共 50 条

[31] RECEPTANCES OF NON-PROPORTIONALLY AND CONTINUOUSLY DAMPED PLATES-EQUIVALENT DAMPERS METHOD
OZGUVEN, HN
COWLEY, A
JOURNAL OF SOUND AND VIBRATION, 1981, 76 (01) : 23 - 41
[32] Calculation of non-proportionally damped isolated structure by using Laplace transform method
Du, Yongfeng
Du, Xiaoni
Zhao, Guofan
Lanzhou Daxue Xuebao/Journal of Lanzhou University, 2000, 36 (06): : 40 - 45
[33] A response spectrum CQCC method for non-proportionally damped systems based on equivalent viscous damping model
Sun P.-X.
Yang H.
Gongcheng Lixue/Engineering Mechanics, 2021, 38 (10): : 160 - 172and180
[34] Vibration control for non-proportionally structure damping systems
Qin, Jin-Qi
Tang, Jia-Shi
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2007, 34 (10): : 49 - 52
[35] Comments on "response errors of non-proportionally lightly damped structures" - Authors' reply
Gawronski, W
Sawicki, JT
JOURNAL OF SOUND AND VIBRATION, 1998, 210 (02) : 285 - 285
[36] Evolution of modal properties in the non-proportionally damped coupled vehicle-bridge system
Mei, Shiyi
Cantero, Daniel
Caprani, Colin
JOURNAL OF SOUND AND VIBRATION, 2025, 597
[37] Proportionally and non-proportionally perturbed fatigue of stainless steel
Janssens, K. G. F.
INTERNATIONAL JOURNAL OF FATIGUE, 2018, 110 : 42 - 48
[38] Response Spectrum Analyses of Non-Proportionally Damped Asymmetrical Buildings under Earthquake Loads
Lin, Jui-Liang
Tsai, Keh-Chyuan
DYNAMICS FOR SUSTAINABLE ENGINEERING, 2011, VOL 3, 2011, : 1349 - 1358
[39] EIGENVALUES FOR PROPORTIONALLY DAMPED DYNAMIC-SYSTEMS
FALK, S
INGENIEUR ARCHIV, 1978, 47 (02): : 57 - 66
[40] An improved maximum response estimation for 2-DOF non-proportionally damped isolated structures
Du, YF
Li, H
Spencer, BF
PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON VIBRATION ENGINEERING, 2002, : 26 - 32

← 1 2 3 4 5 →