{"title":"Companion spectra for near-fault motions with fling-step: Resilience of structures to bidirectional seismic excitation","authors":"Rana Roy, Arijit Acharjya, Atanu Santra","doi":"10.1016/j.istruc.2025.109149","DOIUrl":null,"url":null,"abstract":"<div><div>Based on the preferred incidence angles, companion spectra have recently been proposed and verified as suitable targets for spectral matching to estimate structural response via unidirectional analyses. These spectra were validated for near-fault motions with forward directivity. The goal of the present work is to re-evaluate their performance for fling motions, which cause permanent ground offsets and can influence structural response in distinct ways. To achieve this, companion spectra for fling motions are constructed and compared to other existing options, such as RotDpp, MaxRotD50, etc. Nonlinear dynamic analyses of structures, modeled using an established fiber formulation, show that the mean response to actual bidirectional shaking—across several real records—can be estimated with low dispersion by using fewer records independently matched with the companion spectra. This confirms that, in the near-field where directivity and fling-step effects may dominate, the companion spectra can be effectively used for a quick and accurate response assessment. This approach offers a novel method for seismic design and for evaluating the seismic resilience of infrastructure.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"78 ","pages":"Article 109149"},"PeriodicalIF":3.9000,"publicationDate":"2025-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425009634","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
Based on the preferred incidence angles, companion spectra have recently been proposed and verified as suitable targets for spectral matching to estimate structural response via unidirectional analyses. These spectra were validated for near-fault motions with forward directivity. The goal of the present work is to re-evaluate their performance for fling motions, which cause permanent ground offsets and can influence structural response in distinct ways. To achieve this, companion spectra for fling motions are constructed and compared to other existing options, such as RotDpp, MaxRotD50, etc. Nonlinear dynamic analyses of structures, modeled using an established fiber formulation, show that the mean response to actual bidirectional shaking—across several real records—can be estimated with low dispersion by using fewer records independently matched with the companion spectra. This confirms that, in the near-field where directivity and fling-step effects may dominate, the companion spectra can be effectively used for a quick and accurate response assessment. This approach offers a novel method for seismic design and for evaluating the seismic resilience of infrastructure.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.