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実験結果の考察 と有限要素法解析) / / 日本建築学会大会学術講演梗概集． 近畿: 日本建築学会，2005: 1013) ［3］ Naoki M，Tadaharu N，Takashi K，et al． Studies on buckling-re￾strained bracing using triple steel tubes: Part 3． Outline of full scale elemental tests and experimental results / / Summaries of Technical Papers of Annual Meeting Architectural Institute of Ja￾pan，C-1． Tokyo: Architectural Institute of Japan，2006: 869 ( 松嶌直樹，長尾直治，田口孝，等． 三重鋼管座屈拘束制震 ブレースの耐震性能に関する研究( その3: 実大要素実験の 実験概要と実験結果) / / 日本建築学会大会学術講演梗概 集． 関東: 日本建築学会，2006: 869) ［4］ Manabu H，Tadaharu N，Takashi K，et al． Studies on buckling￾restrained bracing using triple steel tubes: Part 4． Consideration on experimental results of full scale elemental tests / / Summaries of Technical Papers of Annual Meeting Architectural Institute of Ja￾pan，C-1． Tokyo: Architectural Institute of Japan，2006: 871 ( 萩野谷学，長尾直治，神谷隆，等． 三重鋼管座屈拘束制震 ブレースの耐震性能に関する研究( その4: 実大要素実験の 考察) / / 日本建築学会大会学術講演梗概集． 関東: 日本建 築学会，2006: 871) ［5］ Yuji K，Tomohiro K，Kazuo I，et al． Criteria of buckling-restrain￾ed braces to prevent out-of-plane buckling / / The 14th World Con￾ference on Earthquake Engineering． Beijing，2008 ［6］ Deng X S，Chu H M，Qian H T，et al． The finite element model￾ing analysis of triple-steel tube buckling-restrained brace perform￾ance． J Huazhong Univ Sci Technol Urban Sci Ed，2008，25( 3) : 99 ( 邓雪松，褚洪民，钱洪涛，等． 三重钢管防屈曲耗能支撑性 能的有限 元 模 拟 分 析． 华 中 科 技 大 学 学 报: 城 市 科 学 版， 2008，25( 3) : 99) ［7］ Zhou Y，Qian H T，Chu H M，et al． A study on the design prin￾ciple and performance of a new type of buckling-resistant brace． China Civ Eng J，2009，42( 4) : 64 ( 周云，钱洪涛，褚洪民，等． 新型防屈曲耗能支撑设计原理 与性能研究． 土木工程学报，2009，42( 4) : 64) ［8］ Zhou Y，Deng X S，Qian H T，et al． An experimental study of the perforation type triple-steel tube buckling-restrained brace． China Civ Eng J，2010，43( 9) : 77 ( 周云，邓雪松，钱洪涛，等． 开孔式三重钢管防屈曲耗能支 撑性能试验研究． 土木工程学报，2010，43( 9) : 77) ［9］ Wang H Q，Ding H M，He Z J． The application and design of buckling-restrained braces． Struct Eng，2007，23( 4) : 8 ( 王华琪，丁浩民，何志军． 防屈曲支撑的应用与设计． 结构 工程师，2007，23( 4) : 8) ［10］ Deng X S，Chen Z，Zhou Y． Effects of gaps and bearing types on performance of perforated triple steel tube buckling-restrained brace． J Earthquake Eng Eng Vib，2010，30( 3) : 64 ( 邓雪松，陈真，周云． 间隙与支座类型对开孔三重钢管防 屈曲耗能支撑性能的影响． 地震工程与工程振动，2010，30 ( 3) : 64) ［11］ Chen Z，Chu H M，Deng X S，et al． Finite element analysis of perforating triple-steel tube buckling-restrained brace． Acta Sci Nat Univ Sunyatseni，2010，49( 3) : 140 ( 陈真，褚洪民，邓雪松，等． 开孔三重钢管防屈曲耗能支撑 有限元分析． 中山大学学报: 自然科学版，2010，49 ( 3) : 140) ［12］ Fujimoto M，Hitomi Y，Saeki E，et al． A study on the unbonded brace encased in buckling-restraining concrete and steel tube． J Struct Constr Eng，1988，34: 249 ［13］ Watanabe A，Hitomi Y，Saeki E，et al． Properties of brace en￾cased in buckling-restraining concrete and steel tube / / Proceed￾ing of Ninth World Conference on Earthquake Engineering． Toky￾o，1988: 719 ［14］ Zhao J X，Wu B，Mei Y，et al． The state of art of buckling-re￾sistant brace and the key theoretical issues． J Disaster Prev 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