Limit Criteria of Post-Tensioned Thin Web Beams
A total of 45 partially prestressed post-tensioned thin web T-be answered tested to investigate their ultimates hear and flexural strengths and the service ability limit so reflection and crack width. The varying para meters included in the study are the amount of prestress, amount of supplement...
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| 语言: | English English |
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1989
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| 在线阅读: | http://psasir.upm.edu.my/id/eprint/9867/1/FK_1989_1_A.pdf |
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my-upm-ir.98672011-02-24T07:29:41Z Limit Criteria of Post-Tensioned Thin Web Beams 1989-10 Lee, Teang Shui A total of 45 partially prestressed post-tensioned thin web T-be answered tested to investigate their ultimates hear and flexural strengths and the service ability limit so reflection and crack width. The varying para meters included in the study are the amount of prestress, amount of supplementary nonprestressed reinforcements, prestressing tendons being bonded or unbonded, absence or presence of shear reinforcements and width of the web. Astrain compatibility method with the associated bond factors is presented for the ultimate flexural strength analysis of the beams. For prediction of the oreticalloads, material characteristics are taken at their ultimate with no materials safety factor associated. World Wide Web 1989-10 Thesis http://psasir.upm.edu.my/id/eprint/9867/ http://psasir.upm.edu.my/id/eprint/9867/1/FK_1989_1_A.pdf application/pdf en public phd doctoral Universiti Pertanian Malaysia World Wide Web Faculty of Engineering English |
| institution |
Universiti Putra Malaysia |
| collection |
PSAS Institutional Repository |
| language |
English English |
| topic |
World Wide Web |
| spellingShingle |
World Wide Web Lee, Teang Shui Limit Criteria of Post-Tensioned Thin Web Beams |
| description |
A total of 45 partially prestressed post-tensioned
thin web T-be answered tested to investigate their ultimates hear and flexural strengths and the
service ability limit so reflection and crack width.
The varying para meters included in the study are the
amount of prestress, amount of supplementary
nonprestressed reinforcements, prestressing tendons
being bonded or unbonded, absence or presence of shear reinforcements and width of the web. Astrain
compatibility method with the associated bond factors is
presented for the ultimate flexural strength analysis of
the beams. For prediction of the oreticalloads,
material characteristics are taken at their ultimate
with no materials safety factor associated. |
| format |
Thesis |
| qualification_name |
Doctor of Philosophy (PhD.) |
| qualification_level |
Doctorate |
| author |
Lee, Teang Shui |
| author_facet |
Lee, Teang Shui |
| author_sort |
Lee, Teang Shui |
| title |
Limit Criteria of Post-Tensioned Thin Web Beams |
| title_short |
Limit Criteria of Post-Tensioned Thin Web Beams |
| title_full |
Limit Criteria of Post-Tensioned Thin Web Beams |
| title_fullStr |
Limit Criteria of Post-Tensioned Thin Web Beams |
| title_full_unstemmed |
Limit Criteria of Post-Tensioned Thin Web Beams |
| title_sort |
limit criteria of post-tensioned thin web beams |
| granting_institution |
Universiti Pertanian Malaysia |
| granting_department |
Faculty of Engineering |
| publishDate |
1989 |
| url |
http://psasir.upm.edu.my/id/eprint/9867/1/FK_1989_1_A.pdf |
| _version_ |
1747811009957986304 |