{"_buckets": {"deposit": "25891812-e5a4-441e-bb23-be931323a57e"}, "_deposit": {"id": "7395", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7395"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007395", "sets": ["1"]}, "item_3_alternative_title_198": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "STABILITY STUDY OF NONLINEAR BENDING RESPONSE ANALYSIS ON ACOLUMN MEMBER WITH PARTIAL SOFTENING OF M- \u03c6 CURVE"}]}, "item_3_biblio_info_186": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1998-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "I-44", "bibliographicPageEnd": "226", "bibliographicPageStart": "211", "bibliographicVolumeNumber": "598", "bibliographic_titles": [{"bibliographic_title": "\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6"}]}]}, "item_3_description_184": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "\u672c\u8ad6\u6587\u306f\u5c65\u6b74\u5fa9\u5143\u529b\u3067\u3042\u308b\u66f2\u3052\u30e2\u30fc\u30e1\u30f3\u30c8\uff08M\uff09-\u66f2\u7387\uff08\u03c6\uff09\u306e\u95a2\u4fc2\u304c\u90e8\u5206\u7684\u306b\u8edf\u5316\u3059\u308b\u67f1\u90e8\u6750\u306e\u975e\u7dda\u5f62\u66f2\u3052\u632f\u52d5\u5fdc\u7b54\u89e3\u6790\u3092\u5bfe\u8c61\u3068\u3057\u3066\uff0c\u6570\u5024\u89e3\u6790\u4e0a\u306e\u8a08\u7b97\u306e\u5b89\u5b9a\u6027\u3092\u691c\u8a0e\u3057\u3066\u4e0d\u5b89\u5b9a\u6642\u306e\u51e6\u7406\u6cd5\u3092\u63d0\u6848\u3059\u308b\u3068\u3068\u3082\u306b\uff0c\u305d\u306e\u5f3e\u5851\u6027\u5fdc\u7b54\u89e3\u6790\u7d50\u679c\u3092\u793a\u3057\u305f\u3002\u307e\u305f\u5f93\u6765\u3088\u308a\u7528\u3044\u3089\u308c\u3066\u3044\u308bM-\u03c6\u95a2\u4fc2\u3092\u76f4\u7dda\u8fd1\u4f3c\u3057\u3066\u89e3\u6790\u3059\u308b\u624b\u6cd5\u3068\u306e\u6bd4\u8f03\u3092\u884c\u3046\u305f\u3081\uff0c\u30a8\u30cd\u30eb\u30ae\u30fc\u5fdc\u7b54\u3084\u5fdc\u7b54\u8ecc\u8de1\u3092\u4f4d\u76f8\u5e73\u9762\u3067\u6bd4\u8f03\u3059\u308b\u65b9\u6cd5\u306a\u3069\u306b\u3088\u3063\u3066\u691c\u8a0e\u3057\u305f\u3002\u3000\u307e\u305f\u8a08\u7b95\u904e\u7a0b\u306e\u691c\u8a3c\u3092\u884c\u3046\u305f\u3081\uff0c\u65e2\u5f80\u306e\u5b9f\u9a13\u7d50\u679c\u3068\u306e\u6bd4\u8f03\u8a08\u7b97\u3092\u5b9f\u65bd\u3057\u305f\u3002:Stability investigation of dynamic response analysis of nonlinear bending oscillation with softening of M - \u03c6 curve, is dealt with in this paper. One method which can stabilize the nonlinear response analysis under softening is proposed taking the balance between kinetic and internal histeretic energy into account. Numerical results of energy response and phase plane at the top of the column are compared with that of linearlized M- \u03c6 curve method. 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