Concrete Model Code for Asia
Concrete Model Code for Asia
批准号:
06044033
负责人:
NOGUCHI Hiroshi
金额:
$5.89万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for international Scientific Research
财政年份:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1996
中文摘要
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英文摘要
Japan Concrete Institute, JCI,established an initiating research committee for Asian Concrete Model Code in May, 1992 under the chairmanship of Prof.Jun Yamazaki of Nihon University. A Model code is a model for people writing their national codes. "Asian" means that the model code is intended for use in construction in Asian societies and Asian environment. Our activities goal should be to create a Asian concrete model code, which should help construct better infrastructures, efficiently but in harmony with natural and social environment. With that goal, our target was first to make survey on design and construction practice of concrete work in various regions of Asia and then to create a framework of model code. Through the valuable discussions in five international workshops held in Bangkok, 1994, Tokyo and Gold Coast, 1995, Jakarta and Dalian, 1996, the first draft of the Asian Concrete Model code has been compiled by the International Committee members. The concepts of limit state design, reliable design and performance evaluating design code are introduced into the current Asian Model Code draft. The performance indices are defined to evaluate the performance levels of the overall structure synthesizing the characteristics of components. The indices are used to meet the needs of clients and for insurance rates. The following new concepts are introduced.(1) The document levels are classified into the following three levels.Level 1 : Overall goals and functional area of performanceLevel 2 : Operative requirements on performanceLevel 3 : Verification, guidelines or acceptable solutions(2) Performance Evaluating Code :Quantitative performance indices are proposed.(3) Performance is classified into a) against action and b) three design limit states :Service limit state (functional on use)Damage control limit state (economically repairable or strengthening)Ultimate limit state (no collapse)
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The Engineering Institute of Thailand: "Reports of Symposium on Concrete Model Code for Asia" Proc.of the Symposium on Concrete Model Code for Asia. pps.156 (1994)
泰国工程学院:“亚洲混凝土模型规范研讨会报告”Proc. of the Symposium on Concrete Model Code for Asia。
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通讯作者:
T. Noguchi, J. Yamazaki, T. Uomoto and K. Ohtsuka: "Model Code for Materials and Construction of Concrete Structures" Proceedings of the Fifth East Asia-Pacific Conference on Structural Engineering and Construction. 3. 2345-2350 (1995)
T. Noguchi、J. Yamazaki、T. Uomoto 和 K. Ohtsuka:“混凝土结构材料和施工模型规范”第五届东亚太平洋结构工程与施工会议论文集。
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Loo,Yew-Chaye: "Concrete Model Code for Asia" Proc.of the Fifth East Asian-Pacific Conference on Structural Engineering and Construction. (1995)
Loo,Yew-Chaye:第五届东亚太平洋结构工程与施工会议“亚洲混凝土模型规范”会议记录。
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丸山久一・西山峰広: "アジア圏におけるコンクリート構造のモデルコード" コンクリート工学. 33. 78-83 (1995)
Hisaichi Maruyama 和 Minehiro Nishiyama:“亚洲混凝土结构模型规范”混凝土工程 33. 78-83 (1995)。
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依托单位:
国内基金
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