High-strength concrete deep beams with different web reinforcements under combined loading
The investigations described in this thesis are principally concerned with the general behaviour, analysis and design in shear of reinforced concrete deep beams subjected to combined loading with various top to bottom loading ratios. A brief historical review of the experimental work on deep beams i...
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| Other Authors: | |
| Format: | Thesis |
| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/10356/19435 |
| _version_ | 1824455389808164864 |
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| author | Weng, Li Wei. |
| author2 | Tan, Kang Hai |
| author_facet | Tan, Kang Hai Weng, Li Wei. |
| author_sort | Weng, Li Wei. |
| collection | NTU |
| description | The investigations described in this thesis are principally concerned with the general behaviour, analysis and design in shear of reinforced concrete deep beams subjected to combined loading with various top to bottom loading ratios. A brief historical review of the experimental work on deep beams is given. Code comparisons for top loading are presented and they include AC1 Code, CIRIA Guide-2, Canadian Code, Hsu-Mau's explicit equations and Zsutty's method. As for bottom loading and combined top-and-bottom loading, two design approaches are given, viz. CIRIA Guide-2 and Lee-Siao's method. In particular, the design equation in CIRIA Guide-2 for top-loaded deep beams is modified slightly to give more consistent shear strength predictions for the test results. |
| first_indexed | 2025-02-19T03:37:26Z |
| format | Thesis |
| id | ntu-10356/19435 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2025-02-19T03:37:26Z |
| publishDate | 2009 |
| record_format | dspace |
| spelling | ntu-10356/194352023-03-03T19:38:23Z High-strength concrete deep beams with different web reinforcements under combined loading Weng, Li Wei. Tan, Kang Hai School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The investigations described in this thesis are principally concerned with the general behaviour, analysis and design in shear of reinforced concrete deep beams subjected to combined loading with various top to bottom loading ratios. A brief historical review of the experimental work on deep beams is given. Code comparisons for top loading are presented and they include AC1 Code, CIRIA Guide-2, Canadian Code, Hsu-Mau's explicit equations and Zsutty's method. As for bottom loading and combined top-and-bottom loading, two design approaches are given, viz. CIRIA Guide-2 and Lee-Siao's method. In particular, the design equation in CIRIA Guide-2 for top-loaded deep beams is modified slightly to give more consistent shear strength predictions for the test results. Master of Engineering (CSE) 2009-12-11T09:15:31Z 2009-12-11T09:15:31Z 1995 1995 Thesis http://hdl.handle.net/10356/19435 en NANYANG TECHNOLOGICAL UNIVERSITY 286 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Weng, Li Wei. High-strength concrete deep beams with different web reinforcements under combined loading |
| title | High-strength concrete deep beams with different web reinforcements under combined loading |
| title_full | High-strength concrete deep beams with different web reinforcements under combined loading |
| title_fullStr | High-strength concrete deep beams with different web reinforcements under combined loading |
| title_full_unstemmed | High-strength concrete deep beams with different web reinforcements under combined loading |
| title_short | High-strength concrete deep beams with different web reinforcements under combined loading |
| title_sort | high strength concrete deep beams with different web reinforcements under combined loading |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | http://hdl.handle.net/10356/19435 |
| work_keys_str_mv | AT wengliwei highstrengthconcretedeepbeamswithdifferentwebreinforcementsundercombinedloading |