Effects of pulse period and frequency content of ground motion records on fragility curves of BRBFs

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This preprint estimates fragility curves for buckling-restrained braced frames (BRBFs) under near-fault pulse-like ground motions, using finite element models of 4-, 8-, 12-, and 15-storey steel frames and classifying input records by pulse period (TP) and the PGA/PGV ratio as an indicator of frequency content, evaluated at collapse prevention (CP) and immediate occupancy (IO) performance levels. The results report that for high-rise BRBFs, collapse probability differences between records with TP2 s are at least 45% at the MCE level and 25% at the DBE level, with larger TP associated with more severe damage. The analyses also indicate that, for TP<2 s records, increasing PGA/PGV reduces collapse probabilities for shorter BRBFs, with the highest collapse probabilities linked to records with PGA/PGV<1 g·s/cm. The paper’s limitation is that it is a finite element-based study on a specific set of BRBF configurations and preprint format (not peer reviewed). The paper does not explicitly discuss endometriosis or adenomyosis; it was included in the corpus via a keyword match in the upstream search index.

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Abstract

Abstract This study aims to estimate the fragility curves of buckling-restrained braced frames (BRBFs) subjected to pulse-like excitations at collapse prevention (CP) and immediate occupancy (IO) performance levels. To this end, 4, 8, 12, and 15-storey steel frames with mega configuration BRBs were modeled using a finite element approach, and fragility analyses were carried out for the records classified based on pulse period (TP) and the ratio of PGA/PGV (peak ground acceleration to peak ground velocity) as the indicator of frequency content. The result showed that for high-rise BRBFs, collapse probability differences between the records with TP2s are at least 45% and 25% at the MCE and DBE levels, respectively, in which records with larger TP lead to severe damage. Also, analyses indicated that by increasing PGA/PGV ratio in TP<2s records, collapse probabilities for shorter BRBFs decrease where the highest collapse probabilities could be related to records with PGA/PGV<1g.s/cm.
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Effects of pulse period and frequency content of ground motion records on fragility curves of BRBFs | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Effects of pulse period and frequency content of ground motion records on fragility curves of BRBFs Saman Yaghmaei-Sabegh, Maryam Ranjbari This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-5934638/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract This study aims to estimate the fragility curves of buckling-restrained braced frames (BRBFs) subjected to pulse-like excitations at collapse prevention (CP) and immediate occupancy (IO) performance levels. To this end, 4, 8, 12, and 15-storey steel frames with mega configuration BRBs were modeled using a finite element approach, and fragility analyses were carried out for the records classified based on pulse period (TP) and the ratio of PGA/PGV (peak ground acceleration to peak ground velocity) as the indicator of frequency content. The result showed that for high-rise BRBFs, collapse probability differences between the records with TP2s are at least 45% and 25% at the MCE and DBE levels, respectively, in which records with larger TP lead to severe damage. Also, analyses indicated that by increasing PGA/PGV ratio in TP<2s records, collapse probabilities for shorter BRBFs decrease where the highest collapse probabilities could be related to records with PGA/PGV<1g.s/cm. Buckling-restrained braced frames (BRBFs) Near-fault pulse-like motions Incremental dynamic analysis (IDA) Pulse period (TP) Frequency content Fragility curve Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. 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