A Study on the Unstable Behavior of H-Shaped Steel Beam-Columns Subjected to Multi-Dimensional Loads
| Project/Area Number |
16560507
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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 | Tokyo Metropolitan University |
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Principal Investigator |
YAMAZAKI Shinji Tokyo Metropolitan University, Faculty of Urban Environmental Sciences, Prof., 都市環境学部, 教授 (30264592)
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| Co-Investigator(Kenkyū-buntansha) |
MINAMI Susumu Tokyo Metropolitan University, Faculty of Urban Environmental Sciences, Research Assoc., 都市環境学部, 助手 (00219693)
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| Project Period (FY) |
2004 – 2005
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| Project Status |
Completed (Fiscal Year 2005)
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| Budget Amount *help |
¥3,300,000 (Direct Cost: ¥3,300,000)
Fiscal Year 2005: ¥1,100,000 (Direct Cost: ¥1,100,000)
Fiscal Year 2004: ¥2,200,000 (Direct Cost: ¥2,200,000)
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| Keywords | H-shaped steel beam-column / loadig test / biaxial bending / monotonic loading / cyclic loading / lateral torsional buckling / energy absorption capacity |
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| Research Abstract |
Beam-columns of multi-story frames are subjected to biaxial bending moment due to horizontal forces acting on the columns in two directions during an earthquake. There are many unclear points on unstable behavior of H-shaped steel beam-columns subjected to biaxial bending moment. Members with a relatively small slenderness ratio can absorb plastic energy while gradually increasing lateral torsional deformation after yielding, but there have been few study experiments on such a case. This study aims at obtaining the basic data required to establish a method for quantitatively estimating the energy absorption ability through making clear the type of collapse for H-shaped steel beam-columns as well as basic parameters determining the energy absorption ability.
In the experiments, the bending moment was loaded by acting a horizontal force in a direction with an angle from the principal axis of the section. The values for the angle were set as 0 (strong axis bending moment), 30, 60, 90 degre
… More
es (weak axis bending moment). The experiment variables were set as slenderness ratio, axial ratio, horizontal force loading direction (the angle) and loading method (nionotonic loading or cyclic loading).
The results of this study can be summarized as follows :
1) The results of analyses correspond well to the experiment results. The validity of the analytical method used in this study was confirmed.
2) With regard to the member deformation condition at the ultimate stage, three patterns for the lateral deformation and torsional deformation were observed.
3) All specimens subjected to an oblique load (the angle=30, 60 degrees) torsionally collapsed in such a state as the web axis approaches a direction at a right angle to the loading direction at the longitudinal center of the member.
4) The skeleton curve on positive and negative sides obtained from the cyclic loading curve for the specimen (the angle=0 degrees) subjected to strong axial bending moment was lower than the monotonic loading curve. The skeleton curve for the other specimens (the angle=30, 60, 90 degrees) was almost equivalent to the monotonic loading curve.
5) The relationship between the conditions for both the specimen and the loading and the amount of the energy absorption was obtained. Less
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Report
(3 results)
Research Products
(18 results)
