{"_buckets": {"deposit": "d83c7e3e-04b9-4482-926d-6240001a46f3"}, "_deposit": {"id": "6983", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6983"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006983"}, "item_10_alternative_title_19": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "NUMERICAL STUDY ON CYCLIC ELASTOPLASTIC BEHAVIOR OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS"}]}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2000-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "\u2160-52", "bibliographicPageEnd": "284", "bibliographicPageStart": "271", "bibliographicVolumeNumber": "654", "bibliographic_titles": [{"bibliographic_title": "\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "\u672c\u7814\u7a76\u306f\u3001\u7e70\u308a\u8fd4\u3057\u5f3e\u5851\u6027\u89e3\u6790\u306b\u3088\u308a\u4e0a\u90e8\u69cb\u9020\u91cd\u91cf\u304c\u504f\u5fc3\u3057\u3066\u4f5c\u7528\u3059\u308b\u5358\u67f1\u5f0f\u92fc\u88fd\u6a4b\u811a(\u9006L\u5f62\u6a4b\u811a)\u306e\u5f37\u5ea6\u3068\u5909\u5f62\u80fd\u3092\u8a55\u4fa1\u3057\u3088\u3046\u3068\u3057\u305f\u3082\u306e\u3067\u3042\u308b\u3002\u5bfe\u8c61\u65ad\u9762\u306f\u3001\u88dc\u525b\u7bb1\u5f62\u65ad\u9762\u3068\u30d1\u30a4\u30d7\u65ad\u9762\u306e2\u7a2e\u985e\u3067\u3042\u308a\u3001\u4e00\u5b9a\u306e\u504f\u5fc3\u925b\u76f4\u8377\u91cd\u3068\u9762\u5185\u307e\u305f\u306f\u9762\u5916\u7e70\u308a\u8fd4\u3057\u6c34\u5e73\u8377\u91cd\u304c\u4f5c\u7528\u3059\u308b\u8377\u91cd\u6761\u4ef6\u3067\u89e3\u6790\u3092\u884c\u3063\u3066\u3044\u308b\u3002\u69cb\u6210\u5247\u306f\u3001\u69cb\u9020\u7528\u92fc\u6750\u306e\u7e70\u308a\u8fd4\u3057\u6319\u52d5\u3092\u9ad8\u3044\u7cbe\u5ea6\u3067\u4e88\u6e2c\u3067\u304d\u308b\u300c\u4fee\u6b63\u30cb\u66f2\u9762\u30e2\u30c7\u30eb\u300d\u3092\u7528\u3044\u3066\u3044\u308b\u3002\u672c\u89e3\u6790\u306e\u7d50\u679c\u3068\u904e\u53bb\u306b\u884c\u308f\u308c\u305f\u4e0a\u90e8\u69cb\u9020\u91cd\u91cf\u304c\u4e2d\u5fc3\u8ef8\u306b\u4f5c\u7528\u3059\u308b\u5358\u67f1\u5f0f\u92fc\u88fd\u6a4b\u811a(T\u5f62\u6a4b\u811a)\u306e\u7d50\u679c\u3068\u306e\u6bd4\u8f03\u30fb\u691c\u8a0e\u306b\u3088\u308a\u3001T\u5f62\u6a4b\u811a\u306e\u5c65\u6b74\u7279\u6027\u3068\u9006L\u5f62\u6a4b\u811a\u306e\u305d\u308c\u3068\u306e\u9593\u306b\u4e00\u5b9a\u306e\u76f8\u95a2\u95a2\u4fc2\u304c\u3042\u308b\u3053\u3068\u304c\u660e\u3089\u304b\u306b\u3055\u308c\u3066\u3044\u308b\u3002\u6700\u5f8c\u306b\u3001\u9762\u5185\u304a\u3088\u3073\u9762\u5916\u8377\u91cd\u3092\u53d7\u3051\u308b\u9006L\u5f62\u6a4b\u811a\u306e\u5ea7\u5c48\u30e2\u30fc\u30c9\u306e\u7279\u5fb4\u306b\u3064\u3044\u3066\u8003\u5bdf\u3057\u3066\u3044\u308b\u3002The present paper is concerned with the strength and ductility evaluation of steel bridge piers subjected to combined the axial force applied eccentrically and in-place or out-of-plane cyclic lateral loading. In the analysis, a modified two-surface plasticity model is used to trace the inelastic cyclic characteristic of steel. Both the box-sectional and pipe-sectional piers are investigated. Analytical results show that there is a correction of hysteretic curves between the T-shaped and inverted L-shaped piers. 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