Service Limit Criteria for Deflection and Cracking in Partially Prestressed Beams
This thesis has been concerned with the primary objective of studying the serviceability behavior of partially prestressed concrete beams. Seven simply supported rectangular beams were tested on an effective span of 2.745 m subjected to two third point loadings. The variables were the amount of...
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| 格式: | Thesis |
| 语言: | English English |
| 出版: |
1985
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| 主题: | |
| 在线阅读: | http://psasir.upm.edu.my/id/eprint/9863/1/FK_1985_1_A.pdf |
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