Research on valuation method establishment of the hinge rotation limit in end of a RC beam
Research on valuation method establishment of the hinge rotation limit in end of a RC beam
批准号:
20560536
负责人:
MATSUZAKI Yasuhiro
金额:
$3.08万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2008
资助国家:
日本
项目状态:
已结题
起止时间:
2008 至 2010
中文摘要
It aims at building the技术evaluated about the rotation limit(ductility ability appraisal)method (shear design method) in a reinforced concrete beam(RC beam) in this research. The RC beamwhich is 1/2-1/3 scale of real size carried out the shear and flexial experiment in 2008 and the2009,partial experiment which modeled the hinge segment of the beam end was conducted in the2010.The hinge region length in a beam end needed to be decided,and the result checked being greatly affected in strength of concrete and an arrangement of steelrods(double line ratio, the amount of shear reinforcement)the space of shear reinforcement) by influencein order to the rotation limit in RC beam. Evaluation by the degree of margin to theflexial capacity of the shear capacity is appropriate to a valuation method. However,stress concentrated without a beam end hinge region spreading,这是必要的,因为这是一个旋转限制是确定的一个早期的舞台。
英文摘要
It aims at building the technique evaluated about the rotation limit(ductility ability appraisal method・shear design method) in a reinforced concrete beam(RC beam) in this research. The RC beam which is 1/2-1/3 scale of real size carried out the shear and flexial experiment in 2008 and the 2009, and the partial experiment which modeled the hinge segment of the beam end was conducted in the 2010.The hinge region length in a beam end needed to be decided, and the result checked being greatly affected in strength of concrete and an arrangement of steel rods(double line ratio, the amount of shear reinforcement, the space of shear reinforcement) by influence, in order to have evaluated the rotation limit in RC beam. Evaluation by the degree of margin to the flexial capacity of the shear capacity is appropriate to a valuation method. However, when stress concentrated without a beam end hinge region spreading, it proposed that it was necessary to take into consideration that a rotation limit is determined at an early stage.
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
RC梁部材の靭性能にせん断余裕度と複筋比が及ぼす影響に関する実験的研究
剪切裕度和复合配筋率对RC梁构件韧性性能影响的试验研究
DOI:
--
发表时间:
2009
期刊:
日本建築学会大会学術講演梗概集 C-2(投稿中)
影响因子:
--
作者:
[藤田貴弘, 徳重充, 中野克彦, 松崎育弘]
通讯作者:
松崎育弘
RC梁部材の靭性能に複筋比が及ぼす影響
复合配筋率对RC梁构件韧性性能的影响
DOI:
--
发表时间:
2010
期刊:
影响因子:
--
作者:
[藤田貴弘, 中野克彦, 松崎育弘]
通讯作者:
松崎育弘
Structural Design of Connections in Precast Reinforced Concrete Structures
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批准号:14550579
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$1.92万
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财政年份:2002
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负责人:MATSUZAKI Yasuhiro
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依托单位:
Study on the development of the energy dissipating device using PVA-HPFRCC
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批准号:12650587
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.18万
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财政年份:2000
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负责人:MATSUZAKI Yasuhiro
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依托单位: