The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams
碩士 === 國立臺灣科技大學 === 營建工程系 === 95 === This study presents an experimental investigation of reinforced concrete dapped-end beams with larger shear span-to-depth ratio(a/d)and lower shear reinforcement. Forty specimens were tested to study the effects on ultimate shear strengths of dapped-end beams of...
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ndltd-TW-095NTUS55120142019-05-15T19:48:42Z http://ndltd.ncl.edu.tw/handle/62b744 The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams 剪力鋼筋量對鋼筋混凝土梁開榫端剪力強度之影響 Hung-wey Lin 林宏緯 碩士 國立臺灣科技大學 營建工程系 95 This study presents an experimental investigation of reinforced concrete dapped-end beams with larger shear span-to-depth ratio(a/d)and lower shear reinforcement. Forty specimens were tested to study the effects on ultimate shear strengths of dapped-end beams of concrete strength (f’c), shear span-to-depth ratio(a/d),vertical shear reinforcement(Av)and horizontal shear reinforcement(Ah).Test results indicate that the recommendations proposed by PCI Design Handbook 【1】、Hwang and Lee【2】and Appendix A of ACI 318-05【3】are not conservative for predicting the shear strengths of reinforced concrete dapped-end beams with larger shear span-to-depth ratio(a/d)and lower shear reinforcement. Based on test results in this study and the results presented in previous studies 【8】、【9】、【10】、【13】, the recommendations for improving the design of reinforced concrete dapped-end beams are made in this study. ING-JAUNG LIN 林英俊 2007 學位論文 ; thesis 275 zh-TW |
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Others
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碩士 === 國立臺灣科技大學 === 營建工程系 === 95 === This study presents an experimental investigation of reinforced concrete dapped-end beams with larger shear span-to-depth ratio(a/d)and lower shear reinforcement. Forty specimens were tested to study the effects on ultimate shear strengths of dapped-end beams of concrete strength (f’c), shear span-to-depth ratio(a/d),vertical shear reinforcement(Av)and horizontal shear reinforcement(Ah).Test results indicate that the recommendations proposed by PCI Design Handbook 【1】、Hwang and Lee【2】and Appendix A of ACI 318-05【3】are not conservative for predicting the shear strengths of reinforced concrete dapped-end beams with larger shear span-to-depth ratio(a/d)and lower shear reinforcement. Based on test results in this study and the results presented in previous studies 【8】、【9】、【10】、【13】, the recommendations for improving the design of reinforced concrete dapped-end beams are made in this study.
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author2 |
ING-JAUNG LIN |
author_facet |
ING-JAUNG LIN Hung-wey Lin 林宏緯 |
author |
Hung-wey Lin 林宏緯 |
spellingShingle |
Hung-wey Lin 林宏緯 The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
author_sort |
Hung-wey Lin |
title |
The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
title_short |
The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
title_full |
The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
title_fullStr |
The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
title_full_unstemmed |
The Effect of Shear Reinforcement on Shear Strength of Concrete Dapped-End Beams |
title_sort |
effect of shear reinforcement on shear strength of concrete dapped-end beams |
publishDate |
2007 |
url |
http://ndltd.ncl.edu.tw/handle/62b744 |
work_keys_str_mv |
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