| Project/Area Number |
02650390
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
Building structures/materials
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| Research Institution | Chiba University |
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Principal Investigator |
OZAKI Masakazu Chiba University, Faculty of Engineering, Professor, 工学部, 教授 (70114254)
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| Co-Investigator(Kenkyū-buntansha) |
TAKAHASHI Toru Chiba University, Faculty of Engineering, Research Associate, 工学部, 助手 (10226855)
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| Project Period (FY) |
1990 – 1992
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| Project Status |
Completed (Fiscal Year 1992)
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| Budget Amount *help |
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1992: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1991: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1990: ¥1,000,000 (Direct Cost: ¥1,000,000)
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| Keywords | Seismic Design / Irregular Buildings / Damage Concentration / Shear-Type Collapse / Bending-Type Collapse / Perimeter Frame / Elasto-Plastic Response Analysis / Hysteresis Characteristics |
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| Research Abstract |
A practical earthquake damage evaluation method for multistory shear-type buildings with eccentricity is introduced based on linear and nonlinear dynamic analyses using one-and two-story building models simultaneously subjected to strong earthquake ground motions in the x-and y-directions. Damage concentration is evaluated considering shear and torsional strength capacity and the corresponding shear force and torsional moment acting in each direction of each story in the building. Nonlinear response analyses of one-story systems with plan asymmetry and varying parameters such as uncoupled lateral period, eccentricity ratio, uncoupled frequency ratio and force deformation characteristics of lateral force resisting elements are carried out and compared with those of corresponding one-story symmetrical systems. Nonlinear responses of two-story asymmetrical building models are also compared with corresponding two-story symmetrical models considering damage concentration.
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