Investigation of a Permanent and/or Emergency Seismic Retrofit Technique for RC Columns and Walls
Investigation of a Permanent and/or Emergency Seismic Retrofit Technique for RC Columns and Walls
批准号:
14350306
负责人:
YAMAKAWA Tetsuo
金额:
$10.82万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
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
The development of permanent and/or emergency seismic retrofit technique is a common issue in earthquake hazard field all over the world, and it will be an important topic for the twenty-first century. A large variety of walls, such as, shear walls, spandrel walls and wing walls are often constructed in low-rise or medium height RC frame buildings in Japan. On the other hand, it is well known that transverse confinement of concrete contributes to the enhancement of strength and ductility of concrete. Considering this fact, a seismic retrofit technique of RC columns only or RC columns attached with secondary walls, such as, spandrel or wing walls, by utilizing pre-tensioned high strength steel bars, steel plates and steel angles were proposed in this research. Because of pre-tensioning, the method generates active confinement in addition to conventional shear reinforcement and passive confinement. Furthermore, as an emergency retrofit of the earthquake-damaged RC columns, this method se … More ems to be suitable, because the seismic retrofit can be conveniently and rapidly applied without heavy machinery as a dry construction method. The main research results are summarized as follows :1)By using PC rods and corner pieces through which tensile force was applied, the seismic retrofit of the independent RC column was proposed. This retrofit converts the extreme short column which causes the brittle shear failure into the flexural yielding column which is rich in the ductility.2)In addition to the steel plates or angles, the tensile force applied into PC rod which is directly united firmly around the column surface, the elastoplastic behavior of the retrofitted column under high axial force can be improved drastically.3)The reinforcement which improves not only the ductility but also the both strength and ductility for columns with secondary walls and framed shear walls was proposed.4)The method which reinforces the independent column by applying tensile force into the PC rod, is the dry method. Considering this fact, this reinforcement can also be applied effectively to the emergency retrofit of RC column and remedial work immediately after the earthquake disaster.5)A fiber model analysis including nonlinear shear force-distortion relationship was also tried and analytical examples were presented.6)Axial compression, pure bending and bond behavior of RC columns retrofitted by pre-tensioned PC rods were investigated and the effect of PC rod prestressing was recognized through the loading tests. Less
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An Experimental Investigation on Seismic Performance of RC Columns with Spandrel Walls or Girders by PC Rod Prestressing
PC杆预应力拱肩墙或梁RC柱抗震性能试验研究
DOI:
--
发表时间:
2002
期刊:
Summaries of Technical Papers of Annual Meeting AIJ(in Japanese)(AIJ)
影响因子:
--
作者:
[LI, W., YAMAKAWA, T., IIHOSHI, F.]
通讯作者:
F.
Fiber Modeling Analysis for Cyclic Flexure/Shear Behavior of RC Columns Retrofitted by High Strength Steel Bar Prestressing (Part I Analytical Formulation)
高强钢筋预应力加固钢筋混凝土柱循环弯曲/剪切行为的纤维建模分析(第一部分分析公式)
DOI:
--
发表时间:
2004
期刊:
日本建築学会九州支部研究報告 43・1(口頭発表)
影响因子:
--
作者:
[BANAZADEH, M., YAMAKAWA, T.]
通讯作者:
T.
外帯筋状のPC鋼棒によりプレストレスが導入されたRC部材における異形鉄筋の付着割裂性状に関する実験的研究(その3 鉄筋本数と鉄筋の表面形状をパラメータとした実験)
类外筋PC钢筋预应力RC构件中变形钢筋的附着和劈裂性能试验研究(第3部分:以钢筋数量和钢筋表面形状为参数的试验)
DOI:
--
发表时间:
2004
期刊:
日本建築学会九州支部研究報告 43・1(口頭発表)
影响因子:
--
作者:
[黒木正幸, 吉村浩二, 菊池健児, 森智史]
通讯作者:
森智史
Retrofit Technique of Existing R/C Framed Shear Wall
既有钢筋混凝土框架剪力墙改造技术
DOI:
--
发表时间:
2004
期刊:
Proceedings of the JCI(in Japanese)(JCI) Vol.26, No.2
影响因子:
--
作者:
[AZUMA, S., ESAKI, F., ONO, M.]
通讯作者:
M.
Seismic Retrofit Design of RC Columns with Spandrel Walls Utilizing Pre-Tensioned High Strength Steel Bars and Steel Plates
采用预应力高强钢筋和钢板的拱肩墙RC柱抗震改造设计
DOI:
--
发表时间:
2004
期刊:
Journal of Structural and Construction Engineering(in Japanese)(AIJ) Vol.577
影响因子:
--
作者:
[YAMAKAWA, T., LI, W.]
通讯作者:
W.
共 244 条
Convenient Seismic Retrofit Techniques of Existing Low to Mid-rise RC Buildings before/after Earthquake Attack
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批准号:20246091
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项目类别:Grant-in-Aid for Scientific Research (A)
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资助金额:$29.62万
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财政年份:2008
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负责人:YAMAKAWA Tetsuo
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依托单位:
An Application of Seismic Retrofit Technique of Thick Hybrid Wall Using Additional Concrete Sandwiched by Steel Plates and PC Bar Prestressing
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批准号:17360272
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$8.99万
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财政年份:2005
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负责人:YAMAKAWA Tetsuo
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依托单位:
Emeigency/Permanent Seismic Retrofit of RC Columns Using Pre-tensioned Aramid Fiber Belts as External Hoops
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批准号:13555159
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$3.26万
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财政年份:2001
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负责人:YAMAKAWA Tetsuo
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依托单位: