双线性插值
流离失所(心理学)
反应谱
非线性系统
结构工程
能量(信号处理)
线性化
数学
应用数学
工程类
物理
统计
心理学
量子力学
心理治疗师
作者
Maryam Samimifar,Ali Massumi,Abdolreza S. Moghadam
出处
期刊:Structural Engineering and Mechanics
[Techno-Press]
日期:2019-01-01
卷期号:70 (3): 289-301
被引量:9
标识
DOI:10.12989/sem.2019.70.3.289
摘要
Hysteretic energy is defined as energy dissipated through inelastic deformations during a ground motion by the system. It includes frequency content and duration of ground motion as two remarkable parameters, while these characteristics are not seen in displacement spectrum. Since maximum displacement individually cannot be the appropriate criterion for damage assessment, hysteretic energy has been evaluated in this research as a more comprehensive seismic demand parameter. An innovative methodology has been proposed to establish a new equivalent linear model to estimate hysteretic energy spectrum for bilinear SDOF models under two different sets of earthquake excitations. Error minimization has been defined in the space of equivalent linearization concept, which resulted in equivalent damping and equivalent period as representative parameters of the linear model. Nonlinear regression analysis was carried out for predicting these equivalent parameter as a function of ductility. The results also indicate differences between seismic demand characteristics of far-field and near-field ground motions, which are not identified by most of previous equations presented for predicting seismic energy. The main advantage of the proposed model is its independency on parameters related to earthquake and response characteristics, which has led to more efficiency as well as simplicity. The capability of providing a practical energy based seismic performance evaluation is another outstanding feature of the proposed model.
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