| Project/Area Number |
17560505
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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 Institute of Technology |
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Principal Investigator |
MORISAKO Kiyotaka Kyoto Institute of Technology, Graduate School of Science and Technology, Professor (90127168)
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| Project Period (FY) |
2005 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥3,740,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥240,000)
Fiscal Year 2007: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2006: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 2005: ¥1,900,000 (Direct Cost: ¥1,900,000)
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| Keywords | spatial frame / steel / brace / hysteresis characteristics / severe earthquake / imbalance of siren / loaligwncacity / beam-column FEM / Ai分布 / 小梁 / 動的弾塑性立体骨組解析 / 実地震動 / ねじれ挙動 / 建築立体骨組 / 地震動 / 動的解析 / 鋼板耐震壁 |
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| Research Abstract |
When a building reaches collapse with a severe earthquake, it is often that the building finally produces deformation accompanied with torsion. In a current structural design, the possibility of torsion behavior to be occurred by eccentricity of mass and stiffness is considered. On the other hand, torsion behavior may be induced by imbalance of strength caused by yielding or buckling. At first, dynamic behavior of spatial steel frame whose braces are buckled subjected to severe earthquake is numerically investigated in this study. Even if brace of a certain plane of structure buckled, that of other plane did sequentially and immediately, and therefore the torsion behavior was hardly observed.
Next static and dynamic behaviors of spatial steel frame without brace are analyzed numerically. In static push-over analysis, it is shown that a formation of collapse mechanism in a certain plane of structure induce a twisting behavior of overall frame. However, if the stiffness of horizontal plane of floor is ensured sufficiently, such a difficult situation is not caused. In dynamic analysis, it is illustrated that the effect of inertia produces good results, unless spatial frame is originally imbalance.
Therefore it is not necessary to be concerned that severe torsion behavior may be induced by imbalance of strength caused by yielding or buckling in the building structure with good balance of mass and stiffness originally.
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