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9-3Šª
”NF
1994”N
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E.133-E.138•Å
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PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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Tatsuya AZUHATA, Toru TAKAHASHI, Masakazu OZAKI
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STUDY ON INELASTIC DEFORMATION RESPONSE OF ONE-STORY ASYMMETRIC-PLAN SYSTEMS SUBJECTED TO STRONG EARTHQUAKE GROUND MOTIONS
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Simple inelastic deformation response estimation of one-story building systems with eccentricity is introduced based on linear static and non-linear dynamic analyses using asymmetric-plan systems simultaneously subjected to strong earthquake ground motions in the x- and y- directions. Earthquake deformation responses are evaluated considering shear and torsional strength capacity and the corresponding shear force and torsional moment acting in each direction of asymmetric-plan systems. Inelastic response analysis of one-story systems with plan asymmetry having various parameters is carried out and compared with those of corresponding one-story symmetric-plan systems.
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