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Numerical response analysis was carried out for 15 frames against a variety of ground motions. This paper describes the magnitude of plastic deformation introduced into beam-ends. The purpose of this study is to deduce the demand for ductility of beams. Maximum plastic rotation, maximum increment of plastic rotation during a half-cycle of vibration, and the range of variable plastic rotation are considered as the parameters that represent the magnitude of plastic deformation. The results are summarized as formulas to predict those parameters based on maximum story drift angles.","subitem_description_type":"Other"},{"subitem_description":"Shanghai, China, 13-15 June, 2005","subitem_description_type":"Other"}]},"item_17_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Elsevier"}]},"item_17_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.7","subitem_subject_scheme":"NDC"}]},"item_17_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"508808 bytes"}]},"item_17_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"会議発表論文"}]},"item_17_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Conference 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