加速度
结构工程
刚度
能量(信号处理)
磁滞
结构体系
光谱加速度
峰值地面加速度
地震动
数学
工程类
物理
经典力学
统计
量子力学
作者
Danny Arroyo,Mario Ordaz
摘要
Abstract Based on a statistical study of the dynamic response of single degree of freedom (SDOF) systems subjected to earthquake ground motions, a rule to estimate hysteretic energy demands is proposed. Expressions for elastic–perfectly plastic, stiffness degrading and pinching SDOF systems were obtained. The proposed rule does not explicitly depend on the period of the system; instead, it depends on the elastic pseudo‐acceleration and elastic velocity spectra. It is shown that the proposed rule can be applied to compute hysteretic energy demands for systems located at different soil conditions. In addition, information about scatter and bias of the proposed rule is also presented. Copyright © 2007 John Wiley & Sons, Ltd.
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