建筑工程论文参考文献格式一
[1] Carballa M , Omil F , Juna M . Behavior of pharmaceuticals, cosmetics andhormones in a sewage treatment plant [J]. Water Res, 2004, 38:2918-2926.
[2] Seino A , Furusho S , Masunaga S . Occurrence of pharmaceuticals used in humanand veterinary medicine in aquatic environments in Japan [J]. Journal of JapanSociety on Water Environment, 2004, 27(11):685-690.
[3] 刁晓平，孙振钧，沈建忠.兽药的生态毒理及其对环境影响的研究进展[J].应用生态学报，2004，15(2)：321-325.
[4] 曲甍甍，孙立伟，历以强.兽药添加剂阿散酸和土霉素的毒理学研究[J].农业环境科学学报，2004，23(2)：240-242.
[5] Wollenberger L , Halling-Sorensen B , Kusk KO . Acute and chronic toxicity ofveterinary antibiotics to Daphnia magna [J]. Chemosphere, 2000, 40:723-730.
[6] 陈海刚，李兆利，徐韵.兽药添加剂喹乙醇的生态毒理学效应研究[J].农业环境科学学报，2006，25(4)：885-889.
[7] 彭永臻，吴蕾，马勇等.好氧颗粒污泥的形成机制、特性及应用研究进展[J].环境科学.31(2)：273-280，2010.
[8] Tay J H , Ivanov V , Pan S . Specific layers in aerobically grown microbial granules[J]. Lett Apple Microbial. 34(4):254-257, 2002.
[9] 张自杰 主编.排水工程下册(第四版) [M].中国建筑工业出版社，2000.
[10] Durmaz B , Sani F D , Effect of Carbon to Nitrogen Ratio on Composition ofMicrobial Extracellular Polymers in Activated Sludge [J]. Water Science andTechnology, 2001, 44(10):221-229.
[11] Morgenrot H E , Sherdent T , Van Loosdrecht M C M , et al. Aerobic granularsludge in a sequencing batch reactor [J]. Water Research, 1997, 31(12):3191-3194.
[12] 王建龙，张子健，吴伟伟.好氧颗粒污泥的研究进展[J].环境科学学报，2009，29(3)：449-473.
[13] Tay J H , Liu Q S , Liu Y . The role of cellular polysaccharides in the formation andstability of aerobic granules [J]. Letters in applied microbiology, 2001,33(3):222-226.
[14] Liu Q S , Liu Y , Tay S T L , et al. Startup of pilot-scale aerobic granular sludgereactor by stored granules [J]. Environ Technol, 2005, 26:1363-1369.
[15] Mcswain B S , Irvine R L , Hausner M . Composition and distribution ofextracellular polymeric substances in aerobic flocs and granular sludge [J]. AppliedEnvironmental Microbiology, 2005, 71:1051-1057.
[16] Di Iaconi C , Ramadori R , Lopez A, Passinio R . Influence of hydrodynamic shearforces on properties of granular biomass in a sequencing batch biofilter reactor [J].Biochem Eng J, 2006, 30:152-157.
[17] Qin L , Tay J H , Liu Y . Selection pressure is a driving force of aerobic granulationin sequencing batch reactors [J]. Process Biochem, 2004, 39(5):579-584.
[18] Li A J , Yang S F , Li X Y , et al. Microbial population dynamics during aerobicsludge granulation at different organic loading rates [J]. Water Research, 2008,42:3552-3560.
[19] Meyer R L , et al. Microscale structure and function of anaerobic-aerobic gran ulescontainning glycogen accumulating organisms[J]. Fems Microbiol Ecol, 2003,45(3):253-261.
[20] 卢超然，张晓健，张锐，等.SBR 工艺污泥颗粒化对生物脱氮除磷特性的研究[J].环境科学学报，2001，21(5)：577-581.
[21] Tuba H , Erguder , Goksel N , et al. Investigation of granulation of a mixture ofsuspended anaerobic and aerobic cultures under a ternating anaerobic microaerobicaerobic conditions [J]. Process Biochemistry, 2005, 40(2):3732-3741.
[22] 竺建荣，刘纯新，何建中，等.厌-好氧交替工艺的生物除磷特性研究[J].环境科学学报，1999，19(4)：394-398.
[23] Liu X W , Sheng G P , Yu H Q . Physicochemical characteristics of microbialgranules [J]. Biotechnol Adv, 2009, 27(6):1061-1070.
[24] Moy B Y P , Tay J H , Toh S K , et al. High organic loading influences the physicalcharacteristics of aerobic sludge granules [J]. Lett Appl Microbiol, 2002,34:407-412.
[25] Chen Y , Jiang W J , Liang D T , et al. Biodegradation and Kinetics of AerobicGranules under High Organic Loading Rates in Sequencing Batch Reactor [J]. ApplMicrobiol Biot, 2008, 79:301-308.
[26] Su K Z , Yu H Q . Formation and Characterization of aerobic granules in asequencing batch reactor soybean-processing wastewater [J]. Environ Sci Technol,2005, 39:2818-2827.
[27] Tay J H , Jiang H L , Tay S T L . High-rate biodegradation of phenol by aerobicallygrown mircobial granules [J]. Environ Eng-ASCE, 2004, 130(12):1415-1423.
[28] Jiang H L , Tay S T L , Maszenan A M , et al. Physiological traits of bacterialstrains isolated from phenol-degrading aerobic granules [J]. FEMS Microbiol Ecol,2006, 57(2):182-191.
[29] Bradford M M . A rapid and sensitive method for the quantification of quantities ofprotein utilizing the principle of protein dye binding [J]. Anal Biochem, 1976,72:248-254.[30] Hilary A B , Richard M G , Arun K D . Detection and quantification of hepatitis avirus in seawater via real-time RT-PCR [J]. J Viro Methods, 2005, 127(2):109-118.
[31] Zhang L L , Chen J M , Fang F . Biodegradation of methyl-butyl ether by aerobicgranules under a cosubstrate condition [J]. Appl Microbiol Biotechnol, 2008,78(3):543-550.
[32] Lemaire R , Yuan Z , Blackall L L , et al. Microbial distribution of Accumulibacterspp. And Competibacter spp. In aerobic granules from a lab-scale biological nutrientremoval system [J]. Environ Microbiol, 2007, 10(2):354-363.
[33] Schwarzenbeck N , Erley R , McSwain B S , et al. Treatment of malting wastewater in agranular sludge sequencing batch reactor (SBR) [J]. Acta hydrob, 2004, 32(1):16-24.
[34] Wang S G , Liu X W , Gong W X , et al. Aerobic granulation with brewery wastewater in asequencing batch reactor [J]. Bioresource Technol, 2007, 98:2142-2147.
[35] Liu Y , Yang S F , Xu H . Biosorption kinetics of cadmium(II) on aerobic granular sludge [J].Process biochemistry, 2003, 38(7):997-1001
[36] Liu Y , Yang S F , Tan S F . Aerobic granules: a novel zinc biosorbent [J]. Letters in AppliedMicrobiology, 2002, 35(6):548-555.
[37] Liu Y , Xu H . Equilibrium therm dynamics and mechnisms of Ni2+ biosorption by aerobicgranules [J]. Biochemical Engineering Journal, 2007, 35(2):174-182.
[38] Boon N , Windt W D , Verstracte W , et al. Evaluation of nested PCR-DGGE(denaturing gradientgel eletrophorresis) with group-specific 16S rDNA for theanalysis of bacterial communities from different wastewater treatment plants [J].FEMS Microbiol Ecol, 2002, 39:101-112.
[39] Kaewpipat K , Grady C P L . Microbial population dynamics in laboratory-scaleactivated sludge reactors [J]. Water Sci Technol, 2002, 46(1-2):19-27.
[40] Zein M M , Suidan M T , Venosa A D . MTBE biodegradation in a gravity flow,high-biomass retaining bioreactor [J]. Environ Sci Technol, 2004,38(12):3449-3456.
建筑工程论文参考文献格式二
[1] [英]G.勃罗德彭特著，张伟译．建筑设计与人文科学[M]．北京：中国建筑工业出版社，1990.
[2] 黎志涛主编．建筑设计方法[M]．北京：中国建筑工业出版社，2010.
[3] 沈祝华主编．设计过程与方法[M]．济南：山东美术出版社，1995.
[4] 陈政雄主编．建筑设计方法[M]．台北：东大图书有限公司，1978.
[5] [挪]詹 法格博格，[美]戴维 莫利，[美]理查德 纳尔逊主编，柳卸林，郑刚，蔺雷，李纪珍译．牛津创新手册[M]．北京：知识产权出版社，2009.
[6] 赵红斌著．建筑创作过程模式研究[M]．天津：天津大学出版社，2013.
[7] 沈克宁主编．建筑现象学[M]．北京：中国建筑工业出版社，2007.
[8] 张伶伶，李存东主编．建筑创作思维的过程与表达[M]．北京：中国建筑工业出版社，2001.
[9] [美]埃弗雷特 M.罗杰斯主编，辛欣译．创新的扩散[M]．北京：中央翻译出版社，2002.
[10] 黄元炤主编．流向——中国当代建筑 20 年观察与解析[M]．南京：江苏人民出版社,2011.
[11] [美]塞缪尔 亨廷顿主编，周琪、刘绯、张立平、王圆译．文明的冲突与世界秩序的重建[M]．北京：新华出版社, 1998.
[12] 戴志中、杨震主编．建筑创作过程与表达[M]．济南：山东科学技术出版社, 2005.
[13] 鲍家声主编．建筑设计教程[M]．北京：中国建筑工业出版社, 2009.
[14] 胡春．建筑师事务所设计创新的实证性研究——公共建筑的形态语言[D]．合肥工业大学, 2009.
[15] 李良亭．当代中国建筑师事务所创新设计的实证性研究——公共建筑设计组织[D]．合肥工业大学, 2009.
[16] 陈建军．建筑创作过程对设计作品的影响研究[D]．西安建筑科技大学, 2003.
[17] 张冰．哈尔滨当代建筑创作新潮性研究[D]．哈尔滨工业大学大学, 2010.
[18] 高呢喃．建筑企业技术创新模式的研究[D]．哈尔滨工业大学, 2008.
[19] 刘婷婷．非正式创新网络及非正式交流空间的实证研究[D]．同济大学, 2007.
[20] 吴锦绣．建筑过程的开放化研究[D]．东南大学, 2000.[21] 郑建平. 杭州大中型建筑设计公司组织结构模式研究[D]．浙江大学，2010.05.
[22] 陶郅，陈子坚，郭嘉．创造校园生活的中心舞台——合肥学院图书馆设计[J]．建筑学报, 2011.11.
[23] 汪大炜．合肥赖少其艺术馆设计回顾——定义非功能性空间 [J]．南方建筑，2012.03.
[24] 韩明清．合肥工业大学建筑技术研发中心创作谈[J]．工程与建设，2008.03.
[25] 项秉仁，程翌．内在理性和外在逻辑——合肥大剧院建筑和室内设计[J]．时代建筑，2010.05.
[26] 孟建民．渡江战役纪念馆[J]．建筑与文化，2008.10.
[27] 毕功华．合肥网讯软件有限公司[J]．建筑学报， 2007.02.
[28] 刘凤朝,冯婷婷．国家创新能力形成的系统动力学模型——以发明专利为能力表征要素[J]．管理评论， 2011.05.
[29] 艾英旭．建筑创新浅析[J]．华中建筑， 2005.01.
[30] 邹广天,于戈．日本现代建筑设计创新探析[J]．建筑学报， 2009.02.
[31] 王占中．建筑设计创新方法研究[J]．哈尔滨工业大学， 2007.07.
[32] 马景忠．中日两国建筑设计程序的比较[J]．建筑学报， 2003.08.
[33] 邢凯．建筑设计创新思维研究[J]．哈尔滨工业大学， 2009.03.
[34] 薛求理,陈晓扬．中国建筑师及其设计实践——从业建筑师问卷调查解析[J]．建筑师， 2003.01.
[35] 张伶伶,赵伟峰,李光皓．关注过程 学会思考[J]．新建筑， 2007.06.
[36] 田利．建筑设计基本过程研究[J]．时代建筑， 2005.03.
[37] 罗相蓉，曾坚.中国建筑师设计竞争力及相关因素分析[J]．建筑学报，2007.01.
[38] 王桢栋,陈剑端．沪港两地国际金融中心城市建筑综合体比较研究[J]．建筑学报，2012.02.
[39] 梁玮男,刘大平．建筑创新散布研究[J]．建筑学报， 2004.08.
[40] 邹广天．建筑设计创新与可拓思维模式[J]．哈尔滨工业大学学报， 2006.07.
建筑工程论文参考文献格式三
[1] GB 50011-2001，建筑抗震设计规范［S］．
[2] Roeder CW, Popov EP. Eccentrically braced steel frames for earthquakes. Journal of theStructural Division ASCE 1978; 104(ST3):391–412.
[3] Hjelmstad KD, Popov EP. Characteristics of eccentrically braced frames. Journal ofStructural Engineering ASCE 1984; 110(2):340–53.
[4] Kasai K, Popov EP. General behavior of WF steel shear link beams. Journal of StructuralEngineering ASCE 1986; 112(2):362–82.
[5] Malley JO, Popov EP. Shear links in eccentrically braced frames. Journal of StructuralEngineering ASCE 1984; 110(9):2275–95.
[6] Engelhardt MD, Popov EP. Behavior of long links in eccentrically braced frames. Report no.UCB/EERC-89/01. Earthquake Engineering Research
[7] 钱稼茹.偏心支撑钢框架设计—美国蓝皮书介绍[J].建筑结构，1988，6.
[8] Daniel N. Manheim and Egor P. Popov. Inelastic shear hinges in steelframes[J].Journal of Structural Engineering, Vol.109.No. 10. October, 1984.
[9] James M. Ricles and Egor P. Popov. Composite action in eccentrically bracedframes[J]. Journal of Structural Engineering ,Vol. 115 .No. 8 August, 1989.
[10] M.Bosco, P.P. Rossi. Seismic behaviour of eccentrically braced frames [J], engineeringstructures 31(2009) 664-674.
[11] Yanlin Gong, Yusong Xue, Lei Xu. Optimal capacity design of eccentrically braced steelframeworks using nonlinear response history analysis [J], Engineering Structures 48(2013)28-36.
[12] 于安林.EK 型、 Y 型支撑的抗震性能试验研究 [J].西安冶金建筑学院学报，Vol.22.No.3.Sep，1990.
[13] 钱稼茹、陈茂盛、张天中、王明弹.偏心支撑钢框架拟动力地震反应试验研究[J].二程抗震，No.1.1992，3.
[14] 钱稼茹、陈茂盛、张天中.偏心支撑钢框架在水平力作用下的试验研究和极限分析[J].建筑结构，No.4.1993.
[15] 方祥、叶燎原.平面杆系模型分析耗能支撑框架[J].工程抗震，No.1.1998，8.
[16] 高层民用建筑钢结构技术规程(JGJ99—98)[M].中国建筑工业出版社，1998.
[17] 周福霖.工程结构减震控制[M].北京：地震出版社，1997.7-9,159-163
[18] Aiken ID, Kelly JM. Comparative study of four passive energy dissipation systems. Bull NZNat Soc Earthquake Engng1992; 25(3):175–92.
[19] Pall AS, Pall R. Friction-dampers used for seismic control of new and existing building inCanada. In: Proc. ATC 17-1 Seminar on Isolation, Energy Dissipation and Active Control.San Francisco, CA; 1993. vol. 2, p. 675–686.
[20] M.Miyazaki, F.Arima, Y.Kidata, I.Hristov: Earthquake Response Control Design of BuildingsUsing Viscous Damping Walls, Proceedings of First East Asia-Pacfic Conference, Vol.3, pp,1882~1891, Babgkok, 1986.
[21] Constantinou MC, Symans MD. Experimental study of seismic response of buildings withsupplemental fluid dampers. J Struct Design Tall Buildings 1993;2(2):93–132.
[22] Computers and structures, Inc. Sap2000 Analysis Reference [M], 1995.
[23] 欧进萍，吴斌等.结构被动耗能减振效果的参数影响[J].地震工程与工程振动，1998，18( 1 ):60-70.
[24] 中华人民共和国国家标准.建筑抗震设计规范 GB50011-2010.北京：中国建筑工业出版社，2010.
[25] Reinhorn A M, Li C and Constantinou M C. Experimental and Analytical Investigation ofSeismic Retrofit of Structures with Supplemental Damping Part1-fluid Viscous DampingDevices[R]. NCEER-95-0001, State University of New York at Buffalo, New York, 19951
[26] Taylor D P and Constantinou M C. Test Methodology and Procedures for Fluid ViscousDampers Used in Structures to Dissipate Seismic Energy[R]. Taylor Devices, Inc. TechnicalReport, April 28, 1994.
[27] Toong T and Dargush G F. Passive Energy Dissipation System in Structural Engineering [R].State University of New York at Buffalo, 1997.
[28] 谭在树.框架结构用粘滞阻尼墙减震的振动台试验与分析研究[D].北京：清华大学硕士学位论文，1996: 1～101
[29] 谭在树,钱稼茹.钢筋混凝土框架用粘滞阻尼墙减震研究 [J].建筑结构学报,1998(2):50～591
[30] Kowalsky, M. J, Priestley, Macrae. Displacement-based design of RC bridge columns inseismic region [J]. Earthquake Engineering and Structure Dynamics, 1995, 24.
[31] FEMA 273. NEHRP Guidelines for the Seismic Rehabilitation of Buildings [M]. fema274[S],Contemporary Washington DC: Federal Emergency Management Agency, 1996.
[32] Shibata A, Sozen MA. Substitute structure method for seismic design in reinforced concretedivision. J Struct Div ASCE 1976; 102(ST1):1–18.
[33] Saiidi M, Sozen M. Simple nonlinear seismic analysis of R/C structures. J Struct Div ASCE1981; 10(ST5):937-52.
[34] M. s. Medhekar, D. G. L. Kennedy. Displacement-based design of buildings theory [J].Engineering Structures, 2000, 22: 5-8
[35] M. s. Medhekar, D. G. L. Kennedy. Displacement-based design of building application [J].Engineering Structures, 2000, 22: 20-24
[36] 中国建筑技术研究院.高层民用建筑钢结构技术规程.北京：中国建筑工业出版社，1998.
[37] 韩小雷，陈学伟，熊爱国，等.盛德大厦改建工程抗震性能研究[J].建筑结构，(2).
[38] 陈学伟，韩小雷，林生逸.基于宏观单元的结构非线性分析方法、算例及工程应用[J].工程力学，(1).
[39] 韩小雷，陈学伟，林生逸等.基于纤维模型的超高层钢筋混凝土结构弹塑性时程分析[J].建筑结构，(1).
[40] 郑竹，沈伟，马臣杰.Perform-3D 在某超高层结构弹塑性分析中的应用[J].施工技术，(1).