Optimum post-tensioning for three-span continuous slab-type bridge decks
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | article |
| Published: |
2020
|
| Subjects: | |
| Online Access: | https://eprints.kfupm.edu.sa/id/eprint/2183/1/abs_az_jp_04.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1864513400945508352 |
|---|---|
| author | Azad, A.K. |
| author2 | unknown |
| author2_role | author |
| author_facet | Azad, A.K. unknown |
| author_role | author |
| dc.creator.none.fl_str_mv | Azad, A.K. unknown |
| dc.date.*.fl_str_mv | 2020 |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://eprints.kfupm.edu.sa/id/eprint/2183/1/abs_az_jp_04.pdf Optimum post-tensioning for three-span continuous slab-type bridge decks. Optimum post-tensioning for three-span continuous slab-type bridge decks. |
| dc.language.none.fl_str_mv | en |
| dc.relation.none.fl_str_mv | https://eprints.kfupm.edu.sa/id/eprint/2183/ |
| dc.rights.*.fl_str_mv | info:eu-repo/semantics/openAccess |
| dc.subject.none.fl_str_mv | Civil Engineering Structural Engineering |
| dc.title.none.fl_str_mv | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| dc.type.none.fl_str_mv | Article PeerReviewed info:eu-repo/semantics/publishedVersion info:eu-repo/semantics/article |
| eu_rights_str_mv | openAccess |
| format | article |
| id | KFUPM_65b56a73f4e8c07e4998960613cb51f8 |
| identifier_str_mv | Optimum post-tensioning for three-span continuous slab-type bridge decks. Optimum post-tensioning for three-span continuous slab-type bridge decks. |
| language_invalid_str_mv | en |
| network_acronym_str | KFUPM |
| network_name_str | King Fahd University of Petroleum and Minerals |
| oai_identifier_str | oai::2183 |
| publishDate | 2020 |
| repository.mail.fl_str_mv | |
| repository.name.fl_str_mv | |
| repository_id_str | |
| spelling | Optimum post-tensioning for three-span continuous slab-type bridge decksAzad, A.K.unknownCivil EngineeringStructural EngineeringArticlePeerReviewedinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://eprints.kfupm.edu.sa/id/eprint/2183/1/abs_az_jp_04.pdf Optimum post-tensioning for three-span continuous slab-type bridge decks. Optimum post-tensioning for three-span continuous slab-type bridge decks. enhttps://eprints.kfupm.edu.sa/id/eprint/2183/2020info:eu-repo/semantics/openAccessoai::21832019-11-01T13:31:45Z |
| spellingShingle | Optimum post-tensioning for three-span continuous slab-type bridge decks Azad, A.K. Civil Engineering Structural Engineering |
| status_str | publishedVersion |
| title | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| title_full | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| title_fullStr | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| title_full_unstemmed | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| title_short | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| title_sort | Optimum post-tensioning for three-span continuous slab-type bridge decks |
| topic | Civil Engineering Structural Engineering |
| url | https://eprints.kfupm.edu.sa/id/eprint/2183/1/abs_az_jp_04.pdf |