Application of reliability based design concepts to transmissionline structure foundations

A procedure is proposed for the design of power transmission line structure foundations using a probability-based load and resistance factor design (LRFD) format. This procedure involves the determination of a foundation strength factor, {phi}(F), which is used as a multiplier of the calculated nomi...

Full description

Saved in:
Bibliographic Details
Published in:IEEE transactions on power delivery 1991-01, Vol.6 (1), p.352-358
Main Authors: DiGioia, A M, Rojas-Gonzalez, L F
Format: Article
Language:English
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites
container_end_page 358
container_issue 1
container_start_page 352
container_title IEEE transactions on power delivery
container_volume 6
creator DiGioia, A M
Rojas-Gonzalez, L F
description A procedure is proposed for the design of power transmission line structure foundations using a probability-based load and resistance factor design (LRFD) format. This procedure involves the determination of a foundation strength factor, {phi}(F), which is used as a multiplier of the calculated nominal design strength to estimate the 5% exclusion limit strength required in the LRFD equation. Statistical analysis of the results from full-scale load tests are used to obtain {phi}(F) values applicable to various nominal design strength equations for drilled shafts subjected to uplift loads. These results clearly illustrate the significant economic benefits of conducting more detailed subsurface investigations for the design of transmission line structure foundations. A design example is presented
doi_str_mv 10.1109/61.103758
format article
fullrecord <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_miscellaneous_28518207</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>28518207</sourcerecordid><originalsourceid>FETCH-proquest_miscellaneous_285182073</originalsourceid><addsrcrecordid>eNqNjLsSATEUQFMw41n4g1vpcIO12dIYxgeoNCayd01MJCs3Kfw9Y3yA6jTnHCEmEudSYrXYyLnEVVmojuijUsVMVWXZEwPmOyKuscK-OG_b1lmjkw0eQgORnNVX62x6wVUz1VAT25sHE7yhNjGkAClqzw_L_Imc9QScYjYpR4ImZF9_bzwS3UY7pvGPQzE97E-746yN4ZmJ0-WzMOSc9hQyX5aqkGqJ5epv8Q1dA0p-</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>28518207</pqid></control><display><type>article</type><title>Application of reliability based design concepts to transmissionline structure foundations</title><source>IEEE Electronic Library (IEL) Journals</source><creator>DiGioia, A M ; Rojas-Gonzalez, L F</creator><creatorcontrib>DiGioia, A M ; Rojas-Gonzalez, L F</creatorcontrib><description>A procedure is proposed for the design of power transmission line structure foundations using a probability-based load and resistance factor design (LRFD) format. This procedure involves the determination of a foundation strength factor, {phi}(F), which is used as a multiplier of the calculated nominal design strength to estimate the 5% exclusion limit strength required in the LRFD equation. Statistical analysis of the results from full-scale load tests are used to obtain {phi}(F) values applicable to various nominal design strength equations for drilled shafts subjected to uplift loads. These results clearly illustrate the significant economic benefits of conducting more detailed subsurface investigations for the design of transmission line structure foundations. A design example is presented</description><identifier>ISSN: 0885-8977</identifier><identifier>DOI: 10.1109/61.103758</identifier><language>eng</language><ispartof>IEEE transactions on power delivery, 1991-01, Vol.6 (1), p.352-358</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27923,27924</link.rule.ids></links><search><creatorcontrib>DiGioia, A M</creatorcontrib><creatorcontrib>Rojas-Gonzalez, L F</creatorcontrib><title>Application of reliability based design concepts to transmissionline structure foundations</title><title>IEEE transactions on power delivery</title><description>A procedure is proposed for the design of power transmission line structure foundations using a probability-based load and resistance factor design (LRFD) format. This procedure involves the determination of a foundation strength factor, {phi}(F), which is used as a multiplier of the calculated nominal design strength to estimate the 5% exclusion limit strength required in the LRFD equation. Statistical analysis of the results from full-scale load tests are used to obtain {phi}(F) values applicable to various nominal design strength equations for drilled shafts subjected to uplift loads. These results clearly illustrate the significant economic benefits of conducting more detailed subsurface investigations for the design of transmission line structure foundations. A design example is presented</description><issn>0885-8977</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1991</creationdate><recordtype>article</recordtype><recordid>eNqNjLsSATEUQFMw41n4g1vpcIO12dIYxgeoNCayd01MJCs3Kfw9Y3yA6jTnHCEmEudSYrXYyLnEVVmojuijUsVMVWXZEwPmOyKuscK-OG_b1lmjkw0eQgORnNVX62x6wVUz1VAT25sHE7yhNjGkAClqzw_L_Imc9QScYjYpR4ImZF9_bzwS3UY7pvGPQzE97E-746yN4ZmJ0-WzMOSc9hQyX5aqkGqJ5epv8Q1dA0p-</recordid><startdate>19910101</startdate><enddate>19910101</enddate><creator>DiGioia, A M</creator><creator>Rojas-Gonzalez, L F</creator><scope>7SP</scope><scope>8FD</scope><scope>L7M</scope></search><sort><creationdate>19910101</creationdate><title>Application of reliability based design concepts to transmissionline structure foundations</title><author>DiGioia, A M ; Rojas-Gonzalez, L F</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_miscellaneous_285182073</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1991</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>DiGioia, A M</creatorcontrib><creatorcontrib>Rojas-Gonzalez, L F</creatorcontrib><collection>Electronics &amp; Communications Abstracts</collection><collection>Technology Research Database</collection><collection>Advanced Technologies Database with Aerospace</collection><jtitle>IEEE transactions on power delivery</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>DiGioia, A M</au><au>Rojas-Gonzalez, L F</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Application of reliability based design concepts to transmissionline structure foundations</atitle><jtitle>IEEE transactions on power delivery</jtitle><date>1991-01-01</date><risdate>1991</risdate><volume>6</volume><issue>1</issue><spage>352</spage><epage>358</epage><pages>352-358</pages><issn>0885-8977</issn><abstract>A procedure is proposed for the design of power transmission line structure foundations using a probability-based load and resistance factor design (LRFD) format. This procedure involves the determination of a foundation strength factor, {phi}(F), which is used as a multiplier of the calculated nominal design strength to estimate the 5% exclusion limit strength required in the LRFD equation. Statistical analysis of the results from full-scale load tests are used to obtain {phi}(F) values applicable to various nominal design strength equations for drilled shafts subjected to uplift loads. These results clearly illustrate the significant economic benefits of conducting more detailed subsurface investigations for the design of transmission line structure foundations. A design example is presented</abstract><doi>10.1109/61.103758</doi></addata></record>
fulltext fulltext
identifier ISSN: 0885-8977
ispartof IEEE transactions on power delivery, 1991-01, Vol.6 (1), p.352-358
issn 0885-8977
language eng
recordid cdi_proquest_miscellaneous_28518207
source IEEE Electronic Library (IEL) Journals
title Application of reliability based design concepts to transmissionline structure foundations
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-08T20%3A31%3A52IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Application%20of%20reliability%20based%20design%20concepts%20to%20transmissionline%20structure%20foundations&rft.jtitle=IEEE%20transactions%20on%20power%20delivery&rft.au=DiGioia,%20A%20M&rft.date=1991-01-01&rft.volume=6&rft.issue=1&rft.spage=352&rft.epage=358&rft.pages=352-358&rft.issn=0885-8977&rft_id=info:doi/10.1109/61.103758&rft_dat=%3Cproquest%3E28518207%3C/proquest%3E%3Cgrp_id%3Ecdi_FETCH-proquest_miscellaneous_285182073%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=28518207&rft_id=info:pmid/&rfr_iscdi=true