Design of reinforced concrete walls with openings for strength and ductility
[THIS THESIS CONSISTS OF THREE (3) PARTS - To date limited research on the seismic behavior of walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [AI] and NZS 3101...
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2008
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sg-ntu-dr.10356-121142023-03-03T19:39:18Z Design of reinforced concrete walls with openings for strength and ductility Wu, Hui Li, Bing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design [THIS THESIS CONSISTS OF THREE (3) PARTS - To date limited research on the seismic behavior of walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [AI] and NZS 3101 [N6] codes. However, the behavior of the structural walls with irregular openings subjected to seismic loadings and the details of the design procedures have not been adequately addressed. Therefore, experimental and analytical studies on the seismic design of walls with irregular openings were performed in this study. Doctor of Philosophy (CEE) 2008-09-25T06:37:31Z 2008-09-25T06:37:31Z 2005 2005 Thesis Wu, H. (2005). Design of reinforced concrete walls with openings for strength and ductility. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12114 10.32657/10356/12114 en Nanyang Technological University 200 p. application/pdf |
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Asia |
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Singapore Singapore |
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DRNTU::Engineering::Civil engineering::Structures and design |
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DRNTU::Engineering::Civil engineering::Structures and design Wu, Hui Design of reinforced concrete walls with openings for strength and ductility |
| description |
[THIS THESIS CONSISTS OF THREE (3) PARTS - To date limited research on the seismic behavior of walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [AI] and NZS 3101 [N6] codes. However, the behavior of the structural walls with irregular openings subjected to seismic loadings and the details of the design procedures have not been adequately addressed. Therefore, experimental and analytical studies on the seismic design of walls with irregular openings were performed in this study. |
| author2 |
Li, Bing |
| author_facet |
Li, Bing Wu, Hui |
| format |
Theses and Dissertations |
| author |
Wu, Hui |
| author_sort |
Wu, Hui |
| title |
Design of reinforced concrete walls with openings for strength and ductility |
| title_short |
Design of reinforced concrete walls with openings for strength and ductility |
| title_full |
Design of reinforced concrete walls with openings for strength and ductility |
| title_fullStr |
Design of reinforced concrete walls with openings for strength and ductility |
| title_full_unstemmed |
Design of reinforced concrete walls with openings for strength and ductility |
| title_sort |
design of reinforced concrete walls with openings for strength and ductility |
| publishDate |
2008 |
| url |
https://hdl.handle.net/10356/12114 |
| _version_ |
1759858136255037440 |