Research on Simple Joint System and Performance Monitoring for Reduction of Environmental Load
Research on Simple Joint System and Performance Monitoring for Reduction of Environmental Load
批准号:
14550555
负责人:
KANEKO Yoshio
金额:
$2.37万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2002
资助国家:
日本
项目状态:
已结题
起止时间:
2002 至 2004
中文摘要
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英文摘要
We have applied fiber reinforced cementitious composites, which material characteristics have been studied based on micro-mechanics, to the beam-column joint and column base in steel structures, and have achieved the following research on the development of simple joint system and performance monitoring system in order to reduce the environmental load.1.The performance of the simple beam-column joint employing fiber reinforced cementitious composites was verified experimentally, and the required joint length was clarified, in which simple construction and the equivalent or higher joint performance than the welding and bolting joint systems were achieved.2.In order to obtain the analytical data for the basis of the quantitative damage monitoring, a part of the reinforced concrete frame was considered, and the story shear-relative displacement relation was analyzed in association with the damage level.3.The equivalent stiffness formulated based on the shear fracture mechanical model was … More applied to the joint spring model for the experiment on the simple beam-column joint employing fiber reinforced cementitious composites. It was clarified that the reliable evaluation on the hysteresis characteristics of structural members is possible.4.In order to evaluate the microscopic fracture and deformation characteristics of joint systems employing fiber reinforced cementitious composites by means of finite element method analysis, the experimental and analytical examinations were carried out for the compression softening characteristics.5.The performance of the simple column base joint employing fiber reinforced cementitious composites was verified experimentally, and the required joint length was clarified, in which simple construction and the equivalent or higher joint performance than the embedded column base were achieved.6.In the research duration, it has been overall clarified that the simple joint system employing recycle and low-cost materials is possible with high productivity and reliability, as well as the applicability condition of the proposed simple joint system. Less
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鋼繊維補強セメント系複合材料の新分野への応用-鋼構造簡易柱脚に関する基礎実験-
钢纤维增强水泥基复合材料应用新领域-钢结构简易柱基础基础实验-
DOI:
--
发表时间:
2005
期刊:
日本建築学会技術報告集 第21号(印刷中)
影响因子:
--
作者:
[金子佳生, 金子佳生]
通讯作者:
金子佳生
コンクリートのせん断破壊におよぼす局所化領域の影響に関する実験的研究
局部区域对混凝土剪切破坏影响的试验研究
DOI:
--
发表时间:
2004
期刊:
コンクリート工学年次論文集 26巻・2号
影响因子:
--
作者:
[金子佳生, 金子佳生, Yoshio KANEKO, Yoshio KANEKO, Yohio KANEKO(金子佳生), 下川博之, 石原誠一郎]
通讯作者:
石原誠一郎
COMPRESSION SOFTENING CHARACTERISTICS OF FIBER REINFORCED CEMENTITIOUS COMPOSITE -Compression Test and Numerical Analysis with Parameters of Fiber Volume Fraction and Size of Specimens-
纤维增强水泥基复合材料的压缩软化特性-纤维体积分数和试样尺寸参数的压缩试验和数值分析-
DOI:
--
发表时间:
2005
期刊:
Journal of Structural and Construction Engineering, Architectural Institute of JAPAN No.592(printing)
影响因子:
--
作者:
[金子佳生, 金子佳生, Yoshio KANEKO]
通讯作者:
Yoshio KANEKO
波動伝播とパターン認識を用いたコンクリート部材の損傷診断
利用波传播和模式识别进行混凝土构件损伤诊断
DOI:
--
发表时间:
2004
期刊:
日本建築学会大会学術講演梗概集(北海道) B-2
影响因子:
--
作者:
[金子佳生, 金子佳生, Yoshio KANEKO, Yoshio KANEKO, Yohio KANEKO(金子佳生), 下川博之, 石原誠一郎, 下川博之, 諏訪内由紀, 近藤智佳子]
通讯作者:
近藤智佳子
鋼繊維補強セメント系複合材料を用いた鋼構造柱梁接合とその変形特性-せん断破壊力学モデルを用いた接合部バネ評価-
采用钢纤维增强水泥基复合材料的钢结构柱梁连接及其变形特性-使用剪切断裂力学模型评估接头弹簧-
DOI:
--
发表时间:
2003
期刊:
日本建築学会構造系論文集 第573号
影响因子:
--
作者:
[金子佳生, 金子佳生, Yoshio KANEKO, Yoshio KANEKO, Yohio KANEKO(金子佳生), 下川博之, 石原誠一郎, 下川博之, 諏訪内由紀, 近藤智佳子, 金子佳生]
通讯作者:
金子佳生
共 30 条
New Creation of Damage Control Structure employing Materials with both Self-diagnosis and Self-instauration and Control Mechanism
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批准号:17360262
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$10.02万
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财政年份:2005
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负责人:KANEKO Yoshio
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依托单位:
海外基金