| Project/Area Number |
10305040
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | HOKKAIDO UNIVERSITY (2000)
The University of Tokyo (1998-1999) |
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Principal Investigator |
TOMOSAWA Fuminori Hokkaido Univ., Grad.School of Eng., Prof., 大学院・工学研究科, 教授 (50211404)
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| Co-Investigator(Kenkyū-buntansha) |
NOGUCHI Takafumi Tokyo Univ., Grad.School of Eng., Assoc.Prof, 大学院・工学系研究科, 助教授 (80208321)
MORINAGA Shigeru Kyusyu Tokai Univ., Fac.of eng., Prof, 工学部, 教授 (60269107)
SHIMIZU Akiyuki Tokyo Univ.of Science, Fac.of Eng., Assoc.Prof., 工学部, 助教授 (50084356)
TANIGAWA Yasuo Nagoya Univ., Grad.School of Eng., Prof, 大学院・工学研究科, 教授 (70023182)
KASAMI Hideo Kogakuin Univ., Grad.School of Eng., Prof, 工学部, 教授 (00286668)
千歩 修 北海道大学, 大学院・工学研究科, 助教授 (10236127)
鎌田 英治 北海道大学, 大学院・工学系研究科, 教授 (50001996)
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| Project Period (FY) |
1998 – 2000
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| Project Status |
Completed (Fiscal Year 2000)
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| Budget Amount *help |
¥38,900,000 (Direct Cost: ¥38,900,000)
Fiscal Year 2000: ¥8,400,000 (Direct Cost: ¥8,400,000)
Fiscal Year 1999: ¥5,600,000 (Direct Cost: ¥5,600,000)
Fiscal Year 1998: ¥24,900,000 (Direct Cost: ¥24,900,000)
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| Keywords | Reinforced concrete / Construction standard / Performance standard / Performance-based design / Performance level / Environmental factors / Construction factors / International harmonization / 環境要因 / 鉄筋コンクリート / フレッシュコンクリート / 硬化コンクリート / 耐久設計 / 品質管理 / 検査方法 |
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| Research Abstract |
As a result of the Great Hanshin-Awaji Earthquake, it has become necessary to secure further the safety of architecture while promoting deregulation and international cooperation. To this end, the architectural standard system is now under examination regarding its change from that of a specification-based to performance-based system. Under such circumstances, this study was carried out to examine; what the ‘construction standards for reinforced concrete works' should be in order to comply with ‘performance-based building standards', together with its stipulation methods and contents. The following results were obtained through experimental and analytical studies, as well as discussions among researchers concerned.
a)Following clarification of what a universal and rational ‘construction standard for reinforced concrete works' which complies with the ‘performance-based building standard/performance-based design' should be, as well as its direction, proposals were made when deemed feasibl
… More
e concerning the performance items and methods of indication/evaluation.
b)It is necessary to clarify the compliance criteria with respect to construction standards, regarding the actual application of the ‘performance-based building standard'. A system which can be expressed quantitatively was investigated by reorganizing with the performance-based concept ; the relationship between various performance levels required for design and various specifications for materials and construction in terms of the ‘construction standard for reinforced concrete works', as well as the effects of factors such as construction environment and methods upon the actual performance of reinforced concrete structural members which are built under differing environmental conditions by various construction methods.
c)In Europe, CEN is preparing the EN standard by harmonizing the building codes and construction standards of each country. A survey was carried out concerning trends regarding the EN Standard for reinforced concrete and ISO Standard which is based on the EN Standard, by visiting and interviewing key persons of each country.
d)With respect to the performance items for which engineering quantitative standards are difficult to establish under the present conditions, and those for which a verification method for the performance level has not been established, accumulation of engineering knowledge was gained through experiment and theory, in order to comply with the stipulation of performances. Less
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