SRC-RC竖向混合结构过渡层抗震设计方法分析
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摘要
首先介绍了SRC-RC竖向混合结构的受力特点和性能优势;并针对我国和日本的相关规程及工程应用实践,结合日本阪神地震中SRC-RC竖向混合结构的主要震害特点,指出国内外SRC-RC竖向混合结构过渡层抗震设计方法所存在的主要问题及不足。在综合分析阪神地震后日本关于SRC-RC竖向混合结构过渡层抗震设计方法的最新研究进展的基础上,提出了SRC-RC竖向混合结构过渡层抗震设计的设计思路和方法。可为SRC-RC竖向混合结构过渡层抗震设计提供参考。
The main characters of the SRC-RC vertical hybrid structures,in which the structural form changes from SRC(steel reinforced concrete) structure to RC(reinforced concrete) structure,were firstly introduced.Based on the engineering practices and the design codes in China and Japan,and together with the damage features of this type structures in 1995 Hyogoken-Nanbu earthquake in Japan,the shortages and problems of nowadays seismic design of the transmission story were analyzed in detail.With summing up of the researches achievement in Japan after 1995,some advice and methods on seismic design of the transmission story of vertical hybrid structures were finally presented.
The main characters of the SRC-RC vertical hybrid structures,in which the structural form changes from SRC(steel reinforced concrete) structure to RC(reinforced concrete) structure,were firstly introduced.Based on the engineering practices and the design codes in China and Japan,and together with the damage features of this type structures in 1995 Hyogoken-Nanbu earthquake in Japan,the shortages and problems of nowadays seismic design of the transmission story were analyzed in detail.With summing up of the researches achievement in Japan after 1995,some advice and methods on seismic design of the transmission story of vertical hybrid structures were finally presented.
引文
[1]赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001.
[2]叶列平,方鄂华.钢骨混凝土构件受力性能研究综述[J].土木工程学报,2000,(5):1-11.
[3]Minoru Wakabayashi.Recent Development and Research onComposite and Mixed Building in Japan.Proc.Of the 4thASCCS International Conference,Bratislava,Slobakia,1994:237-242.
[4]Charles W.Roeder:Composite and mixed construction,Published by ASCE,1984.
[5]李惠.高强混凝土及其组合结构[M].北京:科学出版社,2004.
[6]刘大海,杨翠如.型钢/钢管混凝土高楼计算和构造[M].北京:中国建筑工业出版社,2003.
[7]Goel,Sunhash C.Yamanouchi,Hiroyuki.U.S.-Japancooperative Earthquake Research program on composite andhybrid structures-an overview and status report,Proceed-ings of the 1997 15th structures congress,Part 2,13-16,1997.
[8]Morino,S..Recent developments in hybrid structures inJapan-research,design and construction,EngineeringStructures,1998,20(4-6):336-346.
[9]李向民,张誉,陈宗.钢骨高强混凝土柱轴压比限值[J].建筑结构,1999,(7):10-13.
[10]蔡益燕.组合结构应用的几点思考[J].中国建筑金属结构,1998,(3):16-18.
[11]崔鸿超.日本兵库县南部地震震害综述[J].建筑结构学报,1996,(2):2-13.
[12]周炳章.日本阪神地震的震害及教训[J].工程抗震,1996,(1):39-42.
[13]Azizinaimi,Atorod.Steel Reinforced Concrete structures in1995 Hyogoken-Nanbu earthquake,Journal of structuralEngineering,1997,(8):986-992.
[14]YBJ 9082-97,钢骨混凝土结构设计规程[S].
[15]JGJ 138-2001,型钢混凝土组合结构技术规程[S].
[16]木村润一,新宫义信.缲返しせん断を受ける混合部材の构造性能,日本建筑学会大会学术讲演梗概集,九州,1998.9
[17]今野修,今泉隆之,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する实验的研究その1-SRC柱の韧性性能に关する实验计画,日本建筑学会大会学术讲演梗概集,九州,1998.9
[18]今泉隆之,今野修,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する实验的研究その2-SRC柱の实验结果ぉょぴ检讨,日本建筑学会大会学术讲演梗概集,九州,1998.9
[19]杉山和政,今野修,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する的研究その3-SRC-RC切り替え阶の柱の构造性能に关する实验计画と基本试验体实验结,日本建筑学会大会学术讲演梗概集,九州,1998.9
[20]Hideyuki SUZUKI,Hiroshi NISHIHARA etc..Structuralperformance of mixed member composed of steel reinforcedconcrete and reinforced concrete,Proc.12th World Conf.onEarthquake Engrg..Mexico,Paper No.2241,2000.
[21]铃木英子,西原宽,松崎育宏.柱高さの途中まで存在する铁骨がRCのせん断性状に及ぼす影响,コンクリト工学年次论文报告集,1999,21(3).
[22]Ken-ichiro YAMAMOTO,Yoshiyuki KOMIYA,etc..Experimental study on Seismic capacity composite columnformed SRC and RC part.Proc.12th World Conf.onEarthquake Engrg.Mexico,Paper No1426,2000.
[23]山口美有希,木村润一,郑真安,河野昭彦.SRC-RC混合柱部材のモデル,日本建筑学会大会学术讲演梗概集,北海道,2004.8
[2]叶列平,方鄂华.钢骨混凝土构件受力性能研究综述[J].土木工程学报,2000,(5):1-11.
[3]Minoru Wakabayashi.Recent Development and Research onComposite and Mixed Building in Japan.Proc.Of the 4thASCCS International Conference,Bratislava,Slobakia,1994:237-242.
[4]Charles W.Roeder:Composite and mixed construction,Published by ASCE,1984.
[5]李惠.高强混凝土及其组合结构[M].北京:科学出版社,2004.
[6]刘大海,杨翠如.型钢/钢管混凝土高楼计算和构造[M].北京:中国建筑工业出版社,2003.
[7]Goel,Sunhash C.Yamanouchi,Hiroyuki.U.S.-Japancooperative Earthquake Research program on composite andhybrid structures-an overview and status report,Proceed-ings of the 1997 15th structures congress,Part 2,13-16,1997.
[8]Morino,S..Recent developments in hybrid structures inJapan-research,design and construction,EngineeringStructures,1998,20(4-6):336-346.
[9]李向民,张誉,陈宗.钢骨高强混凝土柱轴压比限值[J].建筑结构,1999,(7):10-13.
[10]蔡益燕.组合结构应用的几点思考[J].中国建筑金属结构,1998,(3):16-18.
[11]崔鸿超.日本兵库县南部地震震害综述[J].建筑结构学报,1996,(2):2-13.
[12]周炳章.日本阪神地震的震害及教训[J].工程抗震,1996,(1):39-42.
[13]Azizinaimi,Atorod.Steel Reinforced Concrete structures in1995 Hyogoken-Nanbu earthquake,Journal of structuralEngineering,1997,(8):986-992.
[14]YBJ 9082-97,钢骨混凝土结构设计规程[S].
[15]JGJ 138-2001,型钢混凝土组合结构技术规程[S].
[16]木村润一,新宫义信.缲返しせん断を受ける混合部材の构造性能,日本建筑学会大会学术讲演梗概集,九州,1998.9
[17]今野修,今泉隆之,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する实验的研究その1-SRC柱の韧性性能に关する实验计画,日本建筑学会大会学术讲演梗概集,九州,1998.9
[18]今泉隆之,今野修,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する实验的研究その2-SRC柱の实验结果ぉょぴ检讨,日本建筑学会大会学术讲演梗概集,九州,1998.9
[19]杉山和政,今野修,山本宪一郎,南宏一.高层建物おける下层阶へのSRC构造适用に关する的研究その3-SRC-RC切り替え阶の柱の构造性能に关する实验计画と基本试验体实验结,日本建筑学会大会学术讲演梗概集,九州,1998.9
[20]Hideyuki SUZUKI,Hiroshi NISHIHARA etc..Structuralperformance of mixed member composed of steel reinforcedconcrete and reinforced concrete,Proc.12th World Conf.onEarthquake Engrg..Mexico,Paper No.2241,2000.
[21]铃木英子,西原宽,松崎育宏.柱高さの途中まで存在する铁骨がRCのせん断性状に及ぼす影响,コンクリト工学年次论文报告集,1999,21(3).
[22]Ken-ichiro YAMAMOTO,Yoshiyuki KOMIYA,etc..Experimental study on Seismic capacity composite columnformed SRC and RC part.Proc.12th World Conf.onEarthquake Engrg.Mexico,Paper No1426,2000.
[23]山口美有希,木村润一,郑真安,河野昭彦.SRC-RC混合柱部材のモデル,日本建筑学会大会学术讲演梗概集,北海道,2004.8
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