低屈服点钢的发展及应用
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摘要
简述了低屈服点钢的性能特点,分析了钢板实现低屈服强度的机理和主要措施,并就当前低屈服点钢的研制动态及其应用技术的发展作了概述,为低屈服点钢的发展和应用推广提供了借鉴。
The properties of low yield point(LYP) steel were presented,and the main measures and the mechanism to obtain low yield strength were discussed as well.At the same time,the current development of LYP steel were introduced.
The properties of low yield point(LYP) steel were presented,and the main measures and the mechanism to obtain low yield strength were discussed as well.At the same time,the current development of LYP steel were introduced.
引文
[1]Mitsuru Sugisawa,Hideji Nakamura,Yasushi Lchikawa,et al.Development of earthquake-resistant,vibration control,andbase isolation technology for building structures[J].Nippon Steel Techical Report,1995,66:37-46.
[2]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1-5.
[3]Kozaburo Otani.Recent trend of technology for dteel platesused in building construction[J].Nippon Steel Technical Report,1992(,54):27-36.
[4]Chang Jui-tung,Wang Shyi-Chin.The development of ultralow yield strength plate steel[J].China Steel Technical Report,997(,11):10-16.
[5]Manoru Ohashi,Haruo Mochizuki,Tanemi Amaguchi,et al.Development of new steel plates for building structural use[J].鋼鉄研究,1989(,334):17-28.
[6]Tanemi Yamaguchi,Toru Takeuchi,Toshimichi Nagaoe,t al.Seismic control devices using low-yield-point steel[J].Nip-pon Steel Tecgbucal Report,1998,77:65-72.
[7]藤澤一善,清水孝憲,上村健二.極軟鋼を用いた制震ダンパーの構造性能[J].川崎製鉄技报,1998,30(1):1-6.
[8]龚士弘,盛光敏,姚德康,等.减震器用钢研究[J].钢铁,2001,36(9):55-57.
[9]Shih Ming-Hsiang,Sung Wen-Pei.A model for hystereticbehavior of rhombic low yield strength steel added dampingand stiffness[J].Computers and Structures,2005(,83):895-908.
[10]Yoshimichi Kawai,Ryoichi Kanno,Nobuyoshi Uno,et al.Seisimic resistance and design of steel-framed house[J].Nip-pon Steel Thechnical Report,1999,79:6-16.
[11]Hrioshi Nakamura,Yasushi Maeda,Takao Sasaki,et al.Fatigue properties of practical-Scale unbonded braces[J].Nippon Steel Technical Report,2000,82:51-57.
[12]Chen S J,Jhang C.Cyclic behavior of low yield pointsteel shear walls[J].Thin-Walled Structures,2006,44(7):730-738.
[13]Susantha K A S,Aoki Tetsuhiko,Kumano Takushi,et al.Applicability of low yield strength steel for ductility improve-ment of steel bridge piers[J].Engineering Structures,2005,27(7):1064-1073.
[14]欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减震效果的试验比较[J].地震工程与工程震动,1995,15(3):73-86.
[15]郭安薪,徐幼麟,吴波.粘弹性阻尼器连接的相邻结构非线性随机地震反应分析[J].地震工程与工程震动,2001,21(2):64-79.
[16]周云,刘季.加劲阻尼装置在建筑抗震中的应用[J].工程抗震,1997(,1):33-37.
[17]周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程震动,1999,19(2):122-131.
[18]蔡克铨,陈界宏,王宏远.低屈服钢造耐震间柱构架之抗震行为[J].地震工程与工程震动,2001,21(4):88-93.
[19]李玉顺,沈世钊.安装软钢阻尼器的钢框架结构抗震性能研究[J].哈尔滨工程大学学报,2004,36(12):2623-2626.
[2]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1-5.
[3]Kozaburo Otani.Recent trend of technology for dteel platesused in building construction[J].Nippon Steel Technical Report,1992(,54):27-36.
[4]Chang Jui-tung,Wang Shyi-Chin.The development of ultralow yield strength plate steel[J].China Steel Technical Report,997(,11):10-16.
[5]Manoru Ohashi,Haruo Mochizuki,Tanemi Amaguchi,et al.Development of new steel plates for building structural use[J].鋼鉄研究,1989(,334):17-28.
[6]Tanemi Yamaguchi,Toru Takeuchi,Toshimichi Nagaoe,t al.Seismic control devices using low-yield-point steel[J].Nip-pon Steel Tecgbucal Report,1998,77:65-72.
[7]藤澤一善,清水孝憲,上村健二.極軟鋼を用いた制震ダンパーの構造性能[J].川崎製鉄技报,1998,30(1):1-6.
[8]龚士弘,盛光敏,姚德康,等.减震器用钢研究[J].钢铁,2001,36(9):55-57.
[9]Shih Ming-Hsiang,Sung Wen-Pei.A model for hystereticbehavior of rhombic low yield strength steel added dampingand stiffness[J].Computers and Structures,2005(,83):895-908.
[10]Yoshimichi Kawai,Ryoichi Kanno,Nobuyoshi Uno,et al.Seisimic resistance and design of steel-framed house[J].Nip-pon Steel Thechnical Report,1999,79:6-16.
[11]Hrioshi Nakamura,Yasushi Maeda,Takao Sasaki,et al.Fatigue properties of practical-Scale unbonded braces[J].Nippon Steel Technical Report,2000,82:51-57.
[12]Chen S J,Jhang C.Cyclic behavior of low yield pointsteel shear walls[J].Thin-Walled Structures,2006,44(7):730-738.
[13]Susantha K A S,Aoki Tetsuhiko,Kumano Takushi,et al.Applicability of low yield strength steel for ductility improve-ment of steel bridge piers[J].Engineering Structures,2005,27(7):1064-1073.
[14]欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减震效果的试验比较[J].地震工程与工程震动,1995,15(3):73-86.
[15]郭安薪,徐幼麟,吴波.粘弹性阻尼器连接的相邻结构非线性随机地震反应分析[J].地震工程与工程震动,2001,21(2):64-79.
[16]周云,刘季.加劲阻尼装置在建筑抗震中的应用[J].工程抗震,1997(,1):33-37.
[17]周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程震动,1999,19(2):122-131.
[18]蔡克铨,陈界宏,王宏远.低屈服钢造耐震间柱构架之抗震行为[J].地震工程与工程震动,2001,21(4):88-93.
[19]李玉顺,沈世钊.安装软钢阻尼器的钢框架结构抗震性能研究[J].哈尔滨工程大学学报,2004,36(12):2623-2626.
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