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Record W2114398182 · doi:10.1061/40889(201)182

Seismic Design of Communications Towers

2006· article· en· W2114398182 on OpenAlexaboutno aff
Mark W. Fantozzi

Bibliographic record

VenueStructures Congress 2006 · 2006
Typearticle
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsTowerStructural engineeringSeismic analysisEngineeringInduced seismicityLimit state designNonlinear systemLimit (mathematics)WindsorComputer scienceCivil engineeringGeologyMathematics

Abstract

fetched live from OpenAlex

Beginning in 2006, the tower industry will begin using the new revision of the Structural Standard for Antenna Supporting Structures and Antennas, TIA/EIA-222-G. Revision G incorporates several significant changes from previous revisions. It moves form allowable stress design to limit state design, and incorporates the wind and ice provisions of ASCE 7. However, the most significant change is the addition of seismic provisions for communication towers. This is the first time the Standard has seismic loading requirements for tower in regions of high seismicity. Because towers are special structures, current seismic provisions in building codes do not always adequately predict their behavior in earthquakes. Revision G provides methods that better estimate the performance of communication structures subjected to ground motion. Revision G provides: methods for determining (1) when earthquake loads need to be considered in the design of communication towers, (2) the fundamental period of various classes of towers, (3) seismic forces. In general, communication structures can be classed as self-supporting and guyed. For design purposes, the response of self-supporting towers can be predicted using linear elastic methods of analysis. Pole structures fall under this category. However, guyed towers are intrinsically nonlinear. Despite their nonlinear behavior, studies at the University of Windsor and McGill University show that the equivalent lateral force method provides an adequate estimate of the seismic forces in guyed towers when using the equations for the fundamental frequency defined in Revision G. As a precaution, the writers of Revision G put a limit on the use of the equivalent lateral force method on guyed towers with mass or stiffness irregularities taller than 450 m (1500 ft) and when any guy radius exceeds 300 m (1000 ft). Under these conditions, the Revision G requires that a time history analysis be performed. Furthermore, when any guy radius exceeds 300 m, out-of-phase motion of the anchor points needs to be considered. This paper presents a nonlinear analysis of a 2000 ft guyed tower with and without mass irregularities. The analysis considers both in-phase and out-of-phase base motion for comparison. The results of the nonlinear analyses are compared to the results obtained using the equivalent lateral force method.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.001
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.005
Threshold uncertainty score0.017

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0010.000
Scholarly communication0.0010.000
Open science0.0010.001
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0050.002

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 head0.012
GPT teacher head0.224
Teacher spread0.212 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
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

Citations2
Published2006
Admission routes1
Has abstractyes

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