Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 96 === During the constructional process of reinforced concrete structures nowadays, only steel wires are used to temporarily fasten the intersection of longitudinal rebar and ties or stirrups to fix the position of steel during the pour. However, this isn’t a reliab...
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ndltd-TW-096TIT056530442019-07-19T03:36:20Z http://ndltd.ncl.edu.tw/handle/mg9gjd Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns 橫縱向鋼筋增加機械式固定對鋼筋混凝土柱之耐震行為實驗研究 Chun-hong Lin 林俊宏 碩士 國立臺北科技大學 土木與防災研究所 96 During the constructional process of reinforced concrete structures nowadays, only steel wires are used to temporarily fasten the intersection of longitudinal rebar and ties or stirrups to fix the position of steel during the pour. However, this isn’t a reliable and effective way because when receiving loads the rebar grids formed by longitudinal rebar and ties or stirrups would gradually become deformed due to the damage. Once the column element was severely damaged, the core concrete would squeeze the rebar and then fall out the rebar cage. It is believed that which is not only the cause to the degradation of strength and stiffness but also the reason of sensible pitching of hysteretic loops for reinforced concrete columns. In this experimental study, three bridge columns scaled down to 1:2.5 and five full-scale school columns are tested in NCREE. The main purpose of this study is to evaluate the seismic resistance of bridge and school columns using mechanical fastening in plastic hinge zones. The mechanical fastening includes: structural wire ropes and U-typed screws. Through cyclic loading tests, the differences in seismic behavior of the eight column specimens are investigated, and the performance is compared in terms of stiffness, strength, ductility and energy dissipation. 張順益 2008 學位論文 ; thesis 81 zh-TW |
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碩士 === 國立臺北科技大學 === 土木與防災研究所 === 96 === During the constructional process of reinforced concrete structures nowadays, only steel wires are used to temporarily fasten the intersection of longitudinal rebar and ties or stirrups to fix the position of steel during the pour. However, this isn’t a reliable and effective way because when receiving loads the rebar grids formed by longitudinal rebar and ties or stirrups would gradually become deformed due to the damage. Once the column element was severely damaged, the core concrete would squeeze the rebar and then fall out the rebar cage. It is believed that which is not only the cause to the degradation of strength and stiffness but also the reason of sensible pitching of hysteretic loops for reinforced concrete columns.
In this experimental study, three bridge columns scaled down to 1:2.5 and five full-scale school columns are tested in NCREE. The main purpose of this study is to evaluate the seismic resistance of bridge and school columns using mechanical fastening in plastic hinge zones. The mechanical fastening includes: structural wire ropes and U-typed screws. Through cyclic loading tests, the differences in seismic behavior of the eight column specimens are investigated, and the performance is compared in terms of stiffness, strength, ductility and energy dissipation.
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author2 |
張順益 |
author_facet |
張順益 Chun-hong Lin 林俊宏 |
author |
Chun-hong Lin 林俊宏 |
spellingShingle |
Chun-hong Lin 林俊宏 Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
author_sort |
Chun-hong Lin |
title |
Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
title_short |
Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
title_full |
Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
title_fullStr |
Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
title_full_unstemmed |
Experimental Study of Seismic Resistance of Mechanical Fastening of Transverse and Longitudinal Steel for Reinforced Concrete Columns |
title_sort |
experimental study of seismic resistance of mechanical fastening of transverse and longitudinal steel for reinforced concrete columns |
publishDate |
2008 |
url |
http://ndltd.ncl.edu.tw/handle/mg9gjd |
work_keys_str_mv |
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