延展性-强度和强度-延展性关系对于一个恒定产量位移的地震设计程序
Andréia H A da Silva1, Anastasios Tsiavos1, Božidar Stojadinović1
1Department of Civil, Environmental, and Geomatic Engineering, ETH Zürich, Stefano-Francini-Platz 5, 8093 Zürich, Switzerland.
概括
工程师现在可以设计结构,以抵御强烈的地震使用新的柔性和强度关系. 这些地震设计工具专注于产量位移,简化结构性能评估.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 地震设计 - - 地震设计
背景情况:
- 现代的地震设计允许不弹性的结构对罕见的,强烈的地震作出反应.
- 准确的评估工具对于控制地震负载下的结构性能至关重要.
研究的目的:
- 开发柔性和强度降低因子 (R*) 之间的封闭形状关系.
- 为了制定一个基于恒定收益率位移的地震设计程序.
- 建立无维度的性-强度和强度-性的总体关系,独立于地震危险的强度.
主要方法:
- 开发了关闭形式方程,与柔性 (μ) 和强度降低因子 (R*) 相关.
- 使用维度分析来创建无维度,危险独立的主关系.
- 制定和示范了一种恒定收益率位移的地震设计程序.
主要成果:
- 建立了一个封闭形式的μ-R*关系及其反向的R*-μ-Sd,y关系,取决于产量位移 (Sd,y).
- 开发的无维主关系:μ-R*-H/B-μ 和 R*-μ-H/B-μ.
- 使用这些关系演示了一个实际的地震设计程序.
结论:
- 开发的关系为地震设计提供了一种新的方法,重点是不变收益率位移.
- 无维主关系通过消除对特定危险强度的依赖,简化了地震设计.
- 这些工具有助于快速准确地评估地震事件下的结构性能.
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