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Record W2756450013 · doi:10.1002/cepa.376

11.49: Lifetime seismic performance assessment of steel frame structures

2017· article· en· W2756450013 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

Venuece/papers · 2017
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsTrinity College
Fundersnot available
KeywordsBracingOpenSeesStructural engineeringDiagonalSeismic analysisEurocodeBraced frameMoment (physics)Frame (networking)Seismic hazardComputer sciencePierRange (aeronautics)Reliability engineeringEngineeringReinforced concreteCivil engineeringMathematicsBrace

Abstract

fetched live from OpenAlex

ABSTRACT Steel Concentrically Braced Frames (CBFs) are stiff, lightweight, potentially low‐cost structures that efficiently resist lateral load through diagonal bracing members. Under dissipative seismic design principles, these bracing members are allowed to behave inelastically during infrequent high‐intensity earthquakes. In Eurocode 8 based design the extent of this inelasticity is effectively controlled by the behaviour factor, q . Increasing the behaviour factor results in a greater degree of nonlinear behaviour, however doing so allows for reduced member sizes and consequently reduced initial costs. The conventional aim of seismic resistant CBF design has been solely to ensure life safety given the occurrence of an appropriate maximum earthquake event. However, like most structures, when designed in accordance with modern codes, CBFs are unlikely to suffer collapse. Yet, significant losses can still be incurred as a consequence of seismic action, primarily due to non‐structural damage caused by smaller, more frequent events. Hence, the overall suitability of a particular CBF design, compared to either other structural forms such as moment resisting frames or alternative CBF solutions, cannot be adequately assessed by examining life safety requirements alone. This paper therefore considers damage to both structural and non‐structural elements caused by seismic events across the entire hazard range. The expected damage, and the resulting losses, over the expected lifetime of the facility are calculated probabilistically, by applying a lifetime seismic performance assessment procedure. Thus, comprehensive comparisons are made between alternate frame designs. Using the OpenSees computational platform to perform non‐linear time‐history analysis and the PACT performance assessment tool to estimate expected losses, this work investigates the impact of the behaviour factor on the lifetime seismic performance of low rise CBFs designed to Eurocode 8. Alternative Moment Resisting Frame (MRF) designs are also examined. On a general level, the study demonstrates how performance assessment can be employed to improve and optimise design. More specifically to CBFs, it is demonstrated that the ideal behaviour factor is not necessarily the largest value recommended by the code. The work also highlights the significance of losses suffered by acceleration‐sensitive non‐structural components and the consequent importance of limiting floor accelerations as well as storey drifts in order to fully exploit the damage limiting potential of CBFs.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.306
Threshold uncertainty score0.701

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.007
GPT teacher head0.240
Teacher spread0.233 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it