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Record W7071317135

Seismic retrofit of a 1960's, nine-story, steel-frame hospital building using triple friction pendulum seismic isolation

2016· dissertation· en· W7071317135 on OpenAlexaboutno aff

Bibliographic record

VenueOpen MIND · 2016
Typedissertation
Languageen
FieldArts and Humanities
TopicEvolution and Science Education
Canadian institutionsnot available
Fundersnot available
KeywordsSeismic retrofitPendulumResilience (materials science)Seismic isolationBase isolationSeismic analysisDamperEarthquake scenarioEarthquake engineeringUrban seismic risk
DOInot available

Abstract

fetched live from OpenAlex

With the recent major earthquakes experienced around the world and the adverse impacts on population, infrastructure and economy, various countries are increasingly concerned with improving their preparedness and resilience to the threat of seismic hazards. To this end, the utilization of high-performance protective systems, such as dampers and seismic isolation, is becoming a common practice for the seismic design of new buildings as well as the seismic retrofit of existing ones. Such devices have the potential to achieve a building response modification during an earthquake and protect its structural and non-structural content. This behaviour is particularly important for high-importance buildings, such as hospitals, that should remain functional in the aftermath of an earthquake. This thesis proposes a retrofit scheme for a 1960s, nine-storey, steel-frame hospital building that involves the integration of a triple friction pendulum seismic isolation system to achieve seismic resilience and continuous functionality in the event of a major earthquake. This hospital is representative of Type 2 Construction, a typical 1960s steel moment-resisting frame design philosophy. Many of these frames were not designed to resist seismic loads. They tend to be extremely flexible based on today's design practice and therefore may collapse due to P-Delta effects. The seismic retrofit system is designed and evaluated in accordance with ASCE/SEI 41-13 (ASCE 2013a), FEMA P-750-09 (FEMA 2009a) and CAN/CSA S16-09 (CSA 2009). The original and retrofitted configurations of the hospital building are modelled in three-dimensions using an open source simulation platform and are subjected to a set of 40 ground motions from both Quebec City and Vancouver. The ground motions have been selected such that they represent the seismic hazard in these two urban regions. The original configuration building exhibits excessive deformations under the Quebec City ground motions and is pushed to collapse under five of the Vancouver ground motions. With the retrofitted configuration, the seismic behaviour of the hospital building is drastically improved and continuous functionality is achieved even under the most damaging ground motions. A life-cycle cost assessment is also performed in order to quantify and compare the earthquake-induced losses between the original and retrofitted configurations. In conclusion, this thesis provides valuable insights into the implementation, evaluation and numerical modeling of seismic isolation systems, promoting the use of these systems to increase life safety and economic stability in Canada in the case of earthquake hazards.

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.

How this classification was reachedexpand

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)0.001
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow), Insufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.753
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0010.000
Scholarly communication0.0000.001
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0070.000

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 head0.047
GPT teacher head0.306
Teacher spread0.259 · 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

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

Study designNot applicable
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations0
Published2016
Admission routes1
Has abstractyes

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