引文
[1]北京建筑工程学院建筑技术教研组.装配式建筑设计[M].北京:中国建筑工业出版社,1983
[2]Morris A E J.Precast Concrete in Architecture[M].London:George Godwin Limited,1987
[3]黄小坤,田春雨.预制装配式混凝土结构的研究进展[J].住宅产业,2010,09:28~32 Huang Xiao-kun,Tian Chun-yu.Research Progress of Precast Concrete Structure[J].Housing Industry,2010,09:28~32(in Chinese)
[4]Iverson,James k,Neil M Hawkins.Performance of Precast/Prestressed Concrete Building Structures during Northridge Earthquake[J].PCI Jouranal,1994,(2):38~55
[5]BSSC.NEHPR(National Earthquake Hazards Reduction Program)Recommended Provisions for the Development of Seismic Regulations for New Buildings and Other Structures[S].Building Seismic Safety Council,Washington,DC,2000
[6]Nigel Priestley M J.Overview of PRESSS Research Program[J].PCI Journal,1991,(4):50~57
[7]Nigel Priestley M J.The PRESSS Program-Current Status and Proposed Plans for Phase III[J].PCI Journal,1996(2):22~40
[8]Cheok,Geraldine S,Lew H S.Performance of Precast Concrete Beam-to Column Connections Subject to Cyclic Loading[J].PCI Journal,1991,(3):56~67
[9]Cheok,Geraldine S,Lew H S.Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading[J].PCI Journal,1993,(4):80~92.
[10]Morgen,Brian G,Yahya C Kurama.Seismic Design of Friction-Damped Precast Concrete Frame Stuctures[A].Proceedings of the Structures Congress and Exposition,Metropolis and Beyond-Proceedings of the2005 Structures Congress and the2005Forensic Engineering[C].Symposium,2005:2007~2018
[11]Jubum Kim.Behavior of Hybrid Frames Under Seismic Loading[D].Deptartment of Civil&Environment Engineering.University of Washington,2002
[12]Vasconez,Rosa M,Antoine E Naaman,et al.Behavior of HPFRC Connections for Precast Concrete Frames Under Reversed Cyclic Loading[J].PCI Journal,1998,(6):58~71
[13]Nakaki,Suzanne Dow,Robert E Englekirk,et al.Ductile Connectors for a Precast Concrete Frame[J].PCI Journal,1994,(4):46~58
[14]Englekirk,Robert E.Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns[J].PCI Journal,1995,(2):36~50
[15]Loo Y C,Yao B Z.Static and Repeated Load Tests on Precast Concrete Beam-to-Column Connections[J].PCI Journal,1995,(2):106~115
[16]Resreepo,Jose I,Robert Park,et al.Design of Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames[J].PCI Journal,1995b,(5):68~76
[17]Resreepo,Jose I,Robert Park,et al.Tests on Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames of Buildings[J].PCI Journal,1995a,(4):44~60
[18]Ersoy,Ugur,Tugrul Tankut.Precast Concrete Members With Welded Plate Connections Under Reversed Cyclic Loading[J].PCI Journal,1993,(4):94
[19]Ertas,Onur,Sevket Ozden,et al.Ductile Connectionsin Precast Concrete Moment Resisting Frames[J].PCI Journal,2006,(3):66~76
[20]Nakaki,Suzanne Dow,John F Stanton,et al.An Overview of the PRESSS Five-story Precast Test Building[J].PCI Journal,1999,(2):26~39
[21]M J Nigel Priestley.Preliminary Results and Conclusions From the PRESSS Five-Story Precast Concrete Test Building[J].PCI Journal,1999,(6):42~66.
[22]范力,吕西林,赵斌.预制混凝土框架结构抗震性能研究综述[J].结构工程师,2007,23(4):91~97 Fan Li,Lv Xi-lin,Zhao Bin.Summary of Investigation on Seismic Behavior of Precast Concrete Frame Structures[J].Structural Engineers,2007,23(4):91~97(in Chinese)
[23]Blandon,John J,Mario E Rodriguez.Behavior of Connections and Floor diaphragms in Seismic-Resisting Precast Concrete Buildings[J].PCI Journal,2005,(2):56~75
[24]侯雪岩,骆万康.装配式钢筋混凝士楼盖在水平荷载往复作用下的变形性能[J].重庆建筑工程学院学报,1985,2:36~51 Hou Xue-yan,Luo Wan-kang.Deformation Behavior of Precast Reinforced-Concrete Floor under Repeated and Reversed Horizontal Forces[J].Journal of Chongqing Building Engineering University,1985,2:36~51(in Chinese)
[25]林宗凡,Sagan E I,Kreger M E.装配式抗震框架延性节点的研究[J],同济大学学报,1998,26(2):134~138 Lin Zong-fan,Sagan E I,Kreger M E.Study on the Ductile Connections for Precast Aseismic Frame[J].Journal of Tongji University,1998,26(2):134~138(in Chinese)
[26]李于辉,张季超,邱剑辉.新型叠合梁-柱端节点试验研究[J].建筑技术开发,2009,5:24~29 Li Yu-hui,Zhang Ji-chao,Qiu Jian-hui.Study on the New Composite Beam-Colum Frame Exterior Joints[J].Building Technique Development,2009,5:24~29(in Chinese)
[27]秦亮.装配整体式叠合连续楼板足尺加载试验研究[D].广州:广州大学,2006 Qing Liang.Full Scale Loading Experimental Research on Assemble Monolithic Continuous Composite Slab[D].Guangzhou:Guangzhou University,2006(in Chinese)
[28]邱剑辉,,张季超,窦祖融,等.新型装配整体式混凝土结构构造处理措施探讨[J].广州建筑,2009,37(1):14~17 Qiu Jian-hui,Zhang Ji-chao,Dou Zu-rong,et al.Study on the Structural Treating Measures of New Assembled Monolithic Concrete Structure[J].Guangzhou Architechture,2009,37(1):14~17(in Chinese)
[29]许勇,刘波,张季超,等.新型装配整体式混凝土结构主次梁节点试验研究[J].工业建筑,2009,39(8):114~117 Xu Yong,Liu Bo,Zhang Ji-chao,et al.Full-Sacle Experimental Study on the Reinforced Concrete Beam-And-Girder Composite Nodes Bearing Monotonic Loading[J].Industrial Construction,2009,39(8):114~117(in Chinese)
[30]李楠,张季超,楚先锋,等.预制混凝土结构后浇整体式梁柱节点抗震性能试验研究[J].工程力学,2009,26:41~44 Li Nan,Zhang Ji-chao,Chu Xian-feng,et al.Experimental Study on Seismic Behavior of Precast Concrete Beam-Column Sub-assemblage With Cast-in-situ Monolithic Joint[J].Engineering Mechanics,2009,26:41~44(in Chinese)
[31]邱元,陈庆军.钢管混凝土新型装配式梁柱节点反复加荷载试验研究[J].广州建筑,2002,6:3~7 Qiu Yaun,Chen Qing-jun.Experiment Research on the New Assembly Concrete Filled Steel Tubular BeamColumn Joint Under Cyclic Loading[J].Guangzhou Architecture,2002,6:3~7(in Chinese)
[32]赵斌,吕西林,刘海峰.预制高强混凝土结构后浇整体式梁柱组合件抗震性能试验研究[J].建筑结构学报,2004,25(6):22~28 Zhao Bin,Lv Xin-lin,Liu Hai-feng.Experimental Study on Seismic Behavior of Precast Concrete Beam-Column Subassemblage with Cast-in-situ Monolithic Joint[J].Journal of Building Structures,2004,25(6):22~28(in Chinese)
[33]赵斌,吕西林,刘丽珍.全装配式预制混凝土结构梁柱组合件抗震性能试验研究[J].地震工程与工程振动,2005,25(1):81~87 Zhao Bin,Lv Xi-lin,Liu Li-zhen.Experimental Study on Seismic Behavior of Precast Concrete Beam-column Subassemblage with Fully Assembled Joint[J].Earthquake Engineering and Engineering Vibration,2005,25(1):81~87(in Chinese)
[34]董挺峰,李振宝,周锡元,等.无黏结预应力装配式框架内节点抗震性能研究[J].北京工业大学学报,2006,32(2):144~154 Dong Ting-feng,Li Zhen-bao,Zhou Xi-yuan,et al.Experimental Study on Seismic Performances of Precast Prestressed Concrete Beam-to-column Connections with Unbonded Tendons[J].Journal of Beijing University of Technology,2006,32(2):144~154(in Chinese)
[35]李振宝,董挺峰,闫维明,等.混合连接装配式框架内节点抗震性能研究[J].北京工业大学学报,2006,32(10):898~900 Li Zhen-bao,Dong Ting-feng,Yan Wei-ming,et all.Study on Seismic Performances of Hybrid Precast Concrete Beam-to-column Connections[J].Journal of Beijing University of Technology,2006,32(10):898~900(in Chinese)
[36]王晓菡,严心池,秦一如.装配式预应力混凝土结构梁柱组合件抗震性能试验研究[J].工业建筑,2010,40(5):33~38 Wang Xiao-han,Yan Xin-chi,Qin Yi-ru.Experimental Study on Seismic Behavior of Prestressed Precast Concrete Beam-column Assemblies[J].Industrial Construction,2010,40(5):33~38(in Chinese)
[37]庞瑞,梁书亭,朱筱俊.RC框架结构中新型预制装配式楼盖面内变形分析[J].东南大学学报,2009,39:186~191 Pang Rui,Liang Shu-ting,Zhu Xiao-jun.In-plane Deformation Analysis of New-type Precast Assembly Diaphragms in RC Frame Structures[J].Journal of Southeast University(Natural Science Edition),2009,39:186~191(in Chinese)
[38]张大长,支正东,卢中强,等.外壳预制核心现浇装配式RC柱抗震性能的试验研究[J].工程力学,2009,26(8):131~142 Zhang Da-chang,Zhi Zheng-dong,Lu Zhong-qiang,et al.Experimental Studies on Aseismic Performance of Assembly RC Columns with Precast External Shell and Cast-in-place Core Concrete[J].Engineering Mechanics,2009,26(8):131~142(in Chinese)
[39]蔡建国,冯健,王赞,等.预制预应力混凝土装配整体式框架抗震性能研究[J].中山大学学报,2009,48(2):136~140 Cai Jian-guo,Feng Jian,Wang Zan,Zhu Hong-jin.Seismic Behavior of Frame Comprised of Precast Prestressed Concrete Components[J].Acta Scientiarum Naturalium Universitatis Sunyatseni,2009,48(2):136~140(in Chinese)
[40]窦祖融,孙仁范.外挂预制钢筋混凝土墙板框架结构计算分析[J].工程抗震与加固改造,2010,32(4):65~69 Dou Zu-rong,Sun Ren-fan.Analysis of Frame Structure with Precast Reinforced Concrete Wall Panel[J].Earthquake Resistant Engineering and Retrofitting,2010,32(4):65~69(in Chinese)
[41]闫维明,王文明,陈适才.装配式预制混凝土梁-柱-叠合板边节点抗震性能试验研究[J].土木工程学报,2010,43(12):56~61 Yan Wei-ming,Wang Wen-ming,Chen Shi-cai.Experimental Study of the Seismic Behavior of Precast Concrete Layered Slab and Beam to Column Exterior Joints[J].China Civil Engineering Journal,2010,43(12):56~61(in Chinese)
[42]姜洪斌,张海顺,刘文清,等.预制混凝土结构插入式预留孔灌浆钢筋锚固性能[J].哈尔滨工业大学学报,2011,43(4):28~31 Jiang Hong-bin,Zhang Hai-shun,Liu Wen-qing,Yan Hong-ying.Experimental Study on Plug-in Filling Hole for Steel Bar Anchorage of the PC Structure[J].Journal of Harbin Institute of Technology,2011,43(4):28~31(in Chinese)
[43]徐远征,柳炳康,欧国浩,等.低周反复荷载下预压装配式预应力混凝土框架抗震性能试验研究[J].合肥工业大学学报,2006,29(1):84~87 Xu Yuan-zheng,Liu Bing-kang,Ou Guo-hao,Chen Guo-lin.Experimental Research on Seismic Performance of a Prestressed Concrete Frame with Beam-column Subassemblages under Low Reversed Cyclic Loading[J].Journal of Hefei University of Technology(Natural Science),2006,29(1):84~87(in Chinese)
[44]杨晓波,柳炳康,黄慎江,等.二层二跨预压装配式混凝土框架节点的抗震性能研究[J].合肥工业大学学报(自然科学版),2010,32(12):1830~1834 Yang Xiao-bo,Liu Bing-kang,Huang Shen-jiang,Song Man-rong.Research on Seismic Behavior of Two-storey and Double-span Pre-stressed Fabricated Concrete Frame Joints[J].Journal of Hefei University of Technology(Natural Science),2010,32(12):1830~1834(in Chinese)
[45]昂正文,柳炳康,宋满荣,等.预压装配式预应力混凝土框架梁端延性及耗能能力[J].合肥工业大学学报,2010,33(12):1824~1829 Ang Zheng-wen,Liu Bing-kang,Song Man-rong,Zhou an,Chen Li-hua.Behavior of Ductility and EnergyDissipation at Beam-end of Pre-stressed Fabricated PC Frame[J].Journal of Hefei University of Technology,2010,33(12):1824~1829(in Chinese)
[46]范力,吕西林,赵斌,等.装配式预制混凝土框架结构拟动力试验研究[J].地震工程与工程振动,2007,27(6):97~105 Fan Li,Lv Xi-lin,Zhao Bin,Zhang Ji-cheng.Pseudodynamic Test on Jointed Precast Concrete Frame Structures[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(6):97~105(in Chinese)
[47]吕西林,范力,赵斌.装配式预制混凝土框架结构缩尺模型拟动力试验研究[J].建筑结构学报,2008,29(4):58~65 Lv Xi-lin,Fan Li,Zhao Bin.Pseudodynamic Test on a Reduced Scale Jointed Precast Concrete Frame Structure[J].Journal of Building Structures,2008,29(4):58~65(in Chinese)
[48]翁大根,王姝,任晓崧,等.消能减震加固措施在多层装配式框架中的应用[J].四川建筑科学研究,2007,33:31~36 Weng Da-gen,Wang Shu,Ren Xiao-song,Lv Xi-lin.Application of Energy Dissipation Technology in Prefabricated Reinforced Concrete Frame for Seismic Retrofit[J].Sichuan Building Science,2007,33:31~36(in Chinese)
[49]韩建强,李振宝,宋佳,等.预应力装配加固混凝土框架结构抗震性能研究[J].工业建筑,2010,40(5):47~50 Han Jian-qiang,Li Zhen-bao,Song Jia,Liu Chunyang.Study on Seismic Performance of Precast Prestressed Reinforced Concrete Frame Structure[J].Industrial Construction,2010,40(5):47~50(in Chinese)
[50]杨锦怀.混凝土预铸构件之应用及开发[R].中华民国结构工程学会,1995:71~82 Yang Jin-huai.Application and Research of Precast Concrete Component[R].China Taiwan Structure Engineering,1995:71~82(in Chinese)
[51]Kim S Elliottgf.Multi-story Precast Concrete Framed Structures[J].Black Well Science Ltd.,London,1999
[52]Englekirk R E.Design-Construction of the Paramount:A 39-Story Precast Prestressed Concrete Apartment Building[J].PCI Journal,2002,47(4):56~71