ULTIMATE FLEXURAL STRENGTH OF WELDED STEEL BEAM-TO-COLUMN CONNECTIONS PREDICATED ON MECHANICAL PROPERTIES OF STEEL AND WELDED MATERIAL
| Project/Area Number |
13650628
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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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 | KYOTO UNIVERSITY |
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Principal Investigator |
SUITA Keiichiro DISASTER PREVENTION RESEARCH INSTITUTE, ASSOCIATE PROFESSOR, 防災研究所, 助教授 (70206374)
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| Project Period (FY) |
2001 – 2002
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| Project Status |
Completed (Fiscal Year 2002)
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| Budget Amount *help |
¥3,500,000 (Direct Cost: ¥3,500,000)
Fiscal Year 2002: ¥1,700,000 (Direct Cost: ¥1,700,000)
Fiscal Year 2001: ¥1,800,000 (Direct Cost: ¥1,800,000)
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| Keywords | STEEL STRUCTURE / BEAM-TO-COLUMN CONNECTION / ULTIMATE FLEXURAL STRENGTH / DYNAMIC LOADING TEST / WELDING / LOADING HISTORY / 載荷履歴 |
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| Research Abstract |
This research reveals the results of experimental studies concerning the moment carrying capacity of steel wide flange beams subjected to cyclic bending. Wide flange beam specimens were dynamically loaded in various loading sequences under the condition that local and lateral bucklings and connection fractures were effectively prevented. The major findings obtained from these tests are as follows: 1) the bending moment carried by beams increases during the initial three cycles under constant displacement amplitude, and subsequently reaches the upper limit. 2) the possible maximum moment capacities are obtained for both short and normal beams related to the maximum deformation amplitude of the beam member, and 3) flexural strength demands for beam-to-column connections for the ultimate seismic design of steel moment resisting frames can be evaluated taking into account deformation amplitude and the number of excursions during the earthquake response.
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Report
(3 results)
Research Products
(8 results)
