阻尼比
刚度
流离失所(心理学)
结构工程
产量(工程)
振动
延展性(地球科学)
非线性系统
变形(气象学)
地震动
材料科学
物理
工程类
复合材料
声学
心理治疗师
蠕动
量子力学
心理学
作者
Saman Yaghmaei‐Sabegh,Sonia Daneshgari,Shabnam Neekmanesh
标识
DOI:10.1016/j.soildyn.2020.106203
摘要
The main purpose of this study is to estimate the inelastic displacement ratio, C1, of highly damped systems built on soft soil sites. For this purpose, results of linear and nonlinear time history analysis of 79 single-degree-of-freedom (SDOF) systems with damping ratios of 0.05, 0.1, 0.2, 0.3 and post-yield stiffness ratios of -0.01, 0, 0.05 and 0.1 under a large number of ground motion records obtained at soft soil deposits, were used. Oscillators exhibited ductility levels as high as 6. Based on the results, a new simplified equation as a function of the period of vibration normalized by the predominant period of ground motion records, the level of inelastic deformation, post-yield stiffness ratio and damping ratio for structures built on soft soil, has been proposed using nonlinear regression analysis.
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