A novel stochastic IDA-CSM based design framework of the externally-attached sub-system for seismic upgrading

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Xu-Yang Cao, Dejian Shen, Kun Ji, Jiann-Wen Woody Ju, Linlin Xie
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引用次数: 0

Abstract

Earthquake causes severe impact in the social property, and its damage to the aged buildings is one of the most disastrous consequences. Thus, seismic upgrading techniques and advanced design approaches are continuously proposed for a better structural performance, of which the externally-attached sub-system is an effective strategy. The authors formerly proposed a high-performance external sub-system for seismic upgrading, namely, the self-centering precast bolt-connected steel-plate reinforced concrete (SC-PBSPC) buckling-restrained braced frame (BRBF), and experiments have been performed to validate its feasibility and superiority. In this paper, a novel design framework for the external SC-PBSPC BRBF sub-system considering combined demand-capacity uncertainties under nonstationary excitation is further investigated. The novel design framework is derived from the incremental dynamic analysis and capacity spectrum method (IDA-CSM), and it is an organic integration and an effective improvement for a better upgrading solution. The proposed stochastic IDA-CSM based design framework consists of three stages (i.e., the performance evaluation before upgrading, the component design of sub-systems, and the performance verification after upgrading) and two primary analyzing approaches [i.e., the stochastic pushover analysis (POA) for capacity-demand spectra curves, and the stochastic IDA for fragility curves]. During the procedure, the design factors are regarded to be stochastic variables and multiple uncertainties are incorporated for a probabilistic estimation, both before and after upgrading, respectively. An application example via a three-dimensional frame building is also implemented to verify the feasibility of the design framework, and multiple uncertainties provide a probabilistic prediction of the upgraded behavior in a more realistic way. The proposed research serves as a reference for the related design exploration and plays a key role for further probabilistic work from a macro perspective.

一种新的基于随机IDA-CSM的地震升级外附子系统设计框架
地震对社会财产造成严重影响,其中对老旧建筑的破坏是最具灾难性的后果之一。因此,人们不断提出抗震升级技术和先进的设计方法,以获得更好的结构性能,其中外接子系统是一种有效的策略。作者提出了一种高性能的抗震改造外部子系统,即自定心预制螺栓连接钢板混凝土(SC-PBSPC)抗屈曲支撑框架(BRBF),并通过试验验证了其可行性和优越性。本文进一步研究了一种考虑非平稳激励下需求容量组合不确定性的外部SC-PBSPC BRBF子系统设计框架。该设计框架来源于增量动态分析和容量谱方法(IDA-CSM),是优化升级方案的有机结合和有效改进。提出的基于随机IDA- csm的设计框架包括升级前的性能评估、子系统组件设计和升级后的性能验证三个阶段,以及两种主要分析方法(容量-需求谱曲线的随机推覆分析(POA)和脆弱性曲线的随机IDA)。在此过程中,将设计因素视为随机变量,并将多个不确定性因素分别纳入升级前和升级后的概率估计。通过一个三维框架构建的应用实例验证了设计框架的可行性,多重不确定性为升级后的行为提供了更现实的概率预测。本文的研究为相关的设计探索提供了参考,并从宏观角度对进一步的概率工作起着关键作用。
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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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