The seismic response of any system that accumulates damage under cyclic loading is
dependent not only on the maximum amplitude of the motion but also its duration. This is …

Abstract Since the 2017 Puebla-Morelos Earthquake, interest in limiting damage to structural
components has exponentially increased in Mexico. Consequently, the use of energy …

以4 种场地土条件下40 条强震记录为输入, 分析了弹塑性单自由度(Single Degree of Freedom,
SDOF) 系统的地震输入能量谱, 并对地震动强度和SDOF 系统参数对地震输入能量谱的影响 …

介绍了作者近年来关于基于能量抗震设计方法的研究工作. 首先, 说明了基于能量抗震设计与
传统抗震设计方法的关系, 指出合理的结构损伤耗能机制控制是实现基于能量抗震设计前提 …

Bridges spanning busy coastal or inland waterways are exposed to high risks of accidental
vessel collisions. When a multi-span bridge is impacted, progressive collapses may develop …

An energy-based seismic design framework for building structures is proposed with
comprehensive understanding of the relationship between energy-based and performance …

该文系统总结了建筑结构基于能量抗震设计方法的相关研究成果, 指出结构损伤耗能机制控制是
确定结构累积耗能分布和实现基于能量抗震设计的关键. 分别针对钢支撑框架结构, RC …

The collapse-resistant capacity of structures is closely related to the failure mechanism, and
the strong-column weak-beam global failure mode is what is expected for structural design …

In this paper, two new protocols are proposed, developed based on cycle counting and
forward ordering of interstory drift time histories for representative mid-and low-rise building …

基于能量抗震设计需解决的一个重要问题是确定结构累积滞回耗能的分布.
该文通过两个具有不同跨高比连梁的钢筋混凝土框架-联肢剪力墙结构, 选用一定数量的地震波 …