Review of the energy-based design theory: Towards the application to self-centering systems

Ge Song , Ying Zhou , T.Y. Yang
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引用次数: 7

Abstract

Self-centering systems exhibit superior performance during earthquake shaking with lower damage and less residual deformations. Although the equivalent static force design procedure is the commonly used one for most structural systems for seismic applications, the cumulative damage and the effective duration of earthquakes cannot be explicitly considered, which has significantly affected the behaviors and post-earthquake performance of self-centering systems. Energy-based design theory (EBDT), which introduces the energy demand as the critical parameter to establish relations with structural damage, has gained attention around the world in recent decades. The EBDT can provide comprehensive considerations for structural responses and damage in design procedures, especially for self-centering systems. However, few researches and actual energy design projects focus on the use of EBDT for self-centering systems. This paper intends to present thorough review of several critical issues in EBDT. Meanwhile, pivotal gaps that need to be further investigated towards the application of EBDT to self-centering systems are identified and discussed in the paper.

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基于能量的设计理论综述:面向自定心系统的应用
自定心系统具有较好的抗震性能,损伤小,残余变形少。虽然等效静力设计是大多数结构体系在地震作用下常用的设计方法,但由于不能明确地考虑累积损伤和地震有效持续时间,这对自定心体系的行为和震后性能产生了重大影响。近几十年来,能源设计理论(EBDT)受到了世界各国的广泛关注,该理论将能源需求作为与结构损伤建立关系的关键参数。EBDT可以在设计过程中全面考虑结构响应和损伤,特别是对自定心系统。然而,很少有研究和实际的能源设计项目关注EBDT在自定心系统中的应用。本文旨在对EBDT中的几个关键问题进行全面的回顾。同时,本文还指出了EBDT在自定心系统中的应用还需要进一步研究的关键问题。
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