加固方钢管混凝土框架的抗震性能试验与理论研究
|
摘要
方钢管混凝土广泛应用于高层和超高层建筑,对方钢管混凝土结构抗震性能的研究主要集中在基本构件及梁柱节点,钢管混凝土柱与钢梁组成的框架结构的工作性能的研究尚不多。在前期一榀方钢管混凝土框架抗震性能试验研究的基础上,本文对损伤方钢管混凝土框架的梁柱节点进行了加固,并通过拟静力试验及非线性有限元分析分别对加固方钢管混凝土框架的抗震性能进行了分析研究。
1.通过方钢管混凝土柱的滞回性能,分析了构件破坏时的累积滞回耗能,通过回归分析给出了适合方钢管混凝土柱的双参数损伤模型;
2.针对损伤方钢管混凝土框架的特点,采取了节点增加肋板、腋板及梁端翼缘削弱的方法加固,分析研究了加固后框架在低周反复水平荷载作用下的抗震性能;
3.建立了方钢管混凝土框架在低周反复荷载作用下的非线性有限元计算模型,得到加固方钢管混凝土框架在低周反复荷载作用下的滞回曲线。为分析梁端翼缘削弱对方钢管混凝土框架的影响,建立了非线性有限元模型,并进行了对比分析。
研究结果表明:建立的方钢管混凝土柱损伤模型符合其结构特点,模型对方钢管混凝土结构的震害评估具有参考意义;损伤框架加固后,在低周反复荷载的作用下仍具有较好的抗震性能,加固框架的强度、延性、和耗能能力都有不同程度的提高;非线性有限元计算结果与试验结果吻合较好,有限元计算表明采取翼缘削弱对减缓刚度退化速度、提高结构延性效果显著。
The structure of concrete-filled square steel tubular (CFST) has been increasingly used in high-rise and super high-rise buildings. The main researches dwell on beams, columns and joints, while few researches focus on the frame consisting with CFST columns and steel beams. Based on the former research on seismic safety about one CFST frame by pseudo static test, seismic safety of the strengthened damaged CFST frame is studied by the pseudo static test and nonlinear finite element analysis. Three aspects of work were done as follows :
1. By studying CFST columns’hysteretic behavior under low cyclic loading, the cumulative dissipated hysteretic energy was utilized. Moreover, a two-parameter earthquake damage model based on CFST column has been set up by regression analysis.
2. According to the demolishing characteristics of CFST frame damaged by earthquake, the compound design of axillary plates,cover-plate reinforcement and dog-bone joints was adopted to the damaged frame’s nodes. Seismic safety of the strengthened damaged CFST frame was then studied by the pseudo static test.
3. Having established the nonlinear finite element model of CFST frame, the calculated hysteretic curves were obtained under low cyclic loading. In order to analyze the dog-bone joints’strengthening effect, the nonlinear finite element model was built for comparison .
Research results: the two-parameter earthquake damage model column accords with the CFST structures, which is helpful in evaluating the seismic damage possibilities of such structures. Besides, the repaired frame under low cyclic loading takes on good states: its bearing capacity, ductility, and energy dissipation capability energy dissipation are improved, is similar to the undamaged one. Thirdly, the joints have good turning capacity; the nonlinear finite element analytical results are consistent with experiment results, and the calculation results show that the dog-bone joints have significant effect on reducing the stiffness degradation’s speed and increasing the structure’s ductility.
1.通过方钢管混凝土柱的滞回性能,分析了构件破坏时的累积滞回耗能,通过回归分析给出了适合方钢管混凝土柱的双参数损伤模型;
2.针对损伤方钢管混凝土框架的特点,采取了节点增加肋板、腋板及梁端翼缘削弱的方法加固,分析研究了加固后框架在低周反复水平荷载作用下的抗震性能;
3.建立了方钢管混凝土框架在低周反复荷载作用下的非线性有限元计算模型,得到加固方钢管混凝土框架在低周反复荷载作用下的滞回曲线。为分析梁端翼缘削弱对方钢管混凝土框架的影响,建立了非线性有限元模型,并进行了对比分析。
研究结果表明:建立的方钢管混凝土柱损伤模型符合其结构特点,模型对方钢管混凝土结构的震害评估具有参考意义;损伤框架加固后,在低周反复荷载的作用下仍具有较好的抗震性能,加固框架的强度、延性、和耗能能力都有不同程度的提高;非线性有限元计算结果与试验结果吻合较好,有限元计算表明采取翼缘削弱对减缓刚度退化速度、提高结构延性效果显著。
The structure of concrete-filled square steel tubular (CFST) has been increasingly used in high-rise and super high-rise buildings. The main researches dwell on beams, columns and joints, while few researches focus on the frame consisting with CFST columns and steel beams. Based on the former research on seismic safety about one CFST frame by pseudo static test, seismic safety of the strengthened damaged CFST frame is studied by the pseudo static test and nonlinear finite element analysis. Three aspects of work were done as follows :
1. By studying CFST columns’hysteretic behavior under low cyclic loading, the cumulative dissipated hysteretic energy was utilized. Moreover, a two-parameter earthquake damage model based on CFST column has been set up by regression analysis.
2. According to the demolishing characteristics of CFST frame damaged by earthquake, the compound design of axillary plates,cover-plate reinforcement and dog-bone joints was adopted to the damaged frame’s nodes. Seismic safety of the strengthened damaged CFST frame was then studied by the pseudo static test.
3. Having established the nonlinear finite element model of CFST frame, the calculated hysteretic curves were obtained under low cyclic loading. In order to analyze the dog-bone joints’strengthening effect, the nonlinear finite element model was built for comparison .
Research results: the two-parameter earthquake damage model column accords with the CFST structures, which is helpful in evaluating the seismic damage possibilities of such structures. Besides, the repaired frame under low cyclic loading takes on good states: its bearing capacity, ductility, and energy dissipation capability energy dissipation are improved, is similar to the undamaged one. Thirdly, the joints have good turning capacity; the nonlinear finite element analytical results are consistent with experiment results, and the calculation results show that the dog-bone joints have significant effect on reducing the stiffness degradation’s speed and increasing the structure’s ductility.
引文
[1]韩林海.钢管混凝土结构——理论与实践[M].科学出版社,2004
[2]韩林海,杨有福.现代钢管混凝土结构技术[M].中国建筑工业出版社,2004
[3]钟善桐.钢管混凝土结构在我国的应用和发展.建筑技术,2001(2)
[4]蔡绍怀.现代钢管混凝土结构[M],北京:人民交通出版社,2003
[5]陈卓,段小雨.钢管混凝土结构的发展及特点.重庆建筑,2005(1)
[6]ЛипотовА.Ф.Исследованиепрочноститрубобетонныхэлементов.ТрудыЦНИИС,выпуск19,Исследованиежедезобетонныхмостовыхконструкций.Москва:Трансжелдориздат, 1956: 251~298
[7]МаренинВ.Ф.иРенскийА.Б.Вопросыпрочностистальныхтруб,заполненныхбетоном.Материалыпостальнымконструкциям.Выпуск4.Москва:Госстройиздат, 1959: 85--109
[8]СкворцовН.Ф.Применениестальтрубобетонавмостостроении.Москва:Автотрансиздат, 1955: 87
[9]ДолженкоА.А.Исследованиесопротивлениятрубобетонавнецентренномусжатиюипоперечномуизгибу.ИзвестияВУЗ.Строительствоиархитектура,1965(1): 36~43
[10]ЛукшаЛ.К.Прочностьтрубобетона.Минск:Вышзйшаяшкола, 1977: 96
[11] Neogi P.K,Sen H.K.Concrete-Filled Tubular Steel Columns under Eccentric Loading[J]. Journal of Structural Engineering,47(5),1969
[12] Eurocode 4: Design of composite steel and concrete structures, part 1.1, general rules and rules for buildings. Brussels(Belgium): European Committee for Standardization, 2004
[13] British Standard. BS5400 Steel, concrete and composite bridges,Part S, Code of practice for the design of composite bridges[S]. British Standard Institution, 2005.
[14] DIN 18806. Verbundkonstruktionen,Verbundstiitzen[S]. NABau im Din, Beuth Verlag Gmbh, Berlin 30.1997.
[15] ACI 318-05. Building code requirements for structural concrete and commentary[S]. Farmington Hills (MI),American Concrete Institute, Detroit, U.S.A., 2005.
[16] AISC-LRFD,1999.Load and resistance factor design specification for structural steel buildings,2nd ed.[S].American Institute of Steel Construction(AISC),Chicago,USA
[17] Wakabayashi M., Review of Research on Concrete Filled Steel Tubular Structure in Japan[C]. Proceedings of the International Specialty Conference on Concrete Filled Steel Tubular Structure, 1988: 5~11
[18] Sakino K., Tomii M., Hysteretic Behavior of Concrete Filled Square Steel Tubular Beam-columns Failed in Flexure[J]. Transaction of the Japan Concrete Institute, 1981, 3: 439~446
[19] Matsui C, Keira K, Kawano A, et al, Development of Concrete Filled Steel Tubular Structure with Inner Ribs[C]. Proceeding of the Third International Conference on Steel-Concrete Composite Structure, 1991: 210~206
[20] AIJ.Recommendations for design and construction of concrete filled steel tubular structures[S].Architectural Institute of Japan (AIJ), Tokyo, Japan, 2001.
[21]中国工程建设标准化协会标准,CECS159:2004,矩形钢管混凝土结构技术工程[S],北京:中国计划出版社,2004
[22] Tomii M,Sakino K..Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns[C]. Transactions of the Architectural Institute of Japan. 1979a, No. 275, Tokyo, Japan,55～63
[23] Tomii M,Sakino K..Elasto-plastic behavior of concrete filled square steel tubular beam-columns[C]. Transactions of the Architectural Institute of Japan. 1979b,No.280,Tokyo,Japan,111～120.
[24] Tomii M,Sakino K..Experimental studies on concrete filled square steel tubular beam-columns subjected to monotonic shearing force and constant axial force[C]. Transactions of the Architectural Tnstitute of Japan. 1979c, No. 281, Tokyo, Japan, 81～90.
[25] Sakino K, Tomii M. Hysteretic behavior of concrete filled square steel of the Japan tubular beam columns failed in flexure [M].Trans Concrete Institute. 1981,3: 439～446
[26] Morishita Y.,Tomii M..Experimental studies on bond strength between square steel tube and encased concrete core under cyclic shearing force and constant axial force[C]. Transactions of Japan Concrete Institute, 1982,4: 363-370.
[27] Varma H,RICLES,James M. SAUSE Richard. LU LeWu. Seismic behavior and modeling of high-strength concrete filled steel tube (CFT) beam-columns[J]. Journal of Constructional Steel Research, 2002,58(4- 6):725～758
[28]屠永清.钢管混凝土压弯构件恢复力特性研究.哈尔滨建筑大学博士学位论文.1994
[29]陶忠,杨有福,韩林海.方钢管混凝土构件弯矩-曲率滞回性能研究[J].工业建筑,2000,30(6):7～12
[30]陶忠,韩林海.方钢管混凝土压弯构件荷载-位移滞回性能研究[J].工业建筑,2000, 30(6):l3～18
[31]韩林海,陶忠.方钢管混凝土柱的延性系数[J].地震工程与工程振动,2000,20(4):56～65
[32]吕西林,陆伟东.反复荷载作用下方钢管混凝土柱的抗震性能试验研究[J].建筑结构学报,2000, 21(2): 2～11
[33]王丹,吕西林. T形、L形钢管混凝土柱抗震性能试验研究[J].建筑结构学报,2005,26(4):39～44
[34]韩林海,游经团,杨有福等.往复荷载作用下矩形钢管混凝土构件力学性能的研究[J].土木工程学报, 2004,(11):11-22
[35]赵文艳.斜向受力方钢管混凝土框架柱滞回性能研究[D].哈尔滨工业大学硕士论文.2001
[36]张素梅,刘界鹏,王玉银等.双向压弯方钢管高强混凝土构件滞回性能试验与分析[J].建筑结构学报,2005,26(3):9～18
[37]游经团,韩林海.钢管高性能混凝土压弯构件滞回性能试验研究[J].地震工程与工程振动,2005,25(3):98～103
[38]沈祖炎,董宝,曹文衔.结构损伤累积分析的研究和存在问题[J].同济大学学报,1997,25(2):135～140
[39] Park Y J, Ang H S. Mechanistic Seismic Damage Model for Reinforced Concrete[J]. Journal of Structure Engineering, ASCE, 1985, 111(4):722～739
[40]欧进萍,牛荻涛,王光远,多层非线性抗震钢结构的模糊动力可靠性分析与设计,地震工程与工程振动,1996,16(4)
[41]王东升,冯启明.考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J].土木工程学报,2004,34(11):41～49
[42]邱法维,杨卫东,欧进萍.钢管混凝土柱滞回耗能和累积损伤的试验研究[J],哈尔滨建筑大学学报,1996,29(3):41～45
[43]邱法维,李文峰,潘鹏等.钢筋混凝土柱的双向拟静力试验研究[J],建筑结构学报,2001,29(3):41～45
[44] Masaru Teraoka,Koji Morita, Structural design of high rise building consists of concrete filled square tubular column and steel composite beams and its experimental verification[C], Tubular Structures 4thInternational Symposium, Delftl991,PP392-401
[45] Sasaki Satoshi, Teraoka Masaru, Morita Koji, etal. Structural Behavior of Concrete-filled Square Tubular Column with Partial Penetration Weld Corner Seam to Steel Beam Connections[C], Proceedings of 4th Pacific Structural Steel Conference
[46] Koji Morita,Masaru Teraoka and Takahiko Suzuki. Experimental study on connections between concrete filled square tubular high strength (780MPa) steel column and H-beam[C]. Proceedings of 3rd Pacific Structual Steel Conference. Oct.1992,PP591-598
[47]余勇.方钢管混凝土结构受力性能研究[D].同济大学博士学位论文,1999
[48]张素梅,张大旭.钢管混凝土柱与梁结点荷载-位移滞回曲线理论分析[J].哈尔滨建筑大学学报,2001
[49]周学军,曲慧.方钢管混凝土框架梁柱节点的抗震性能研究[J].钢结构,2005,20(1):26～29
[50]宗周红,林于东,陈慧文等.方钢管混凝土柱与钢梁连接节点的拟静力试验研究[J].建筑结构学报,2005 26(1):77～84.
[51]聂建国,秦凯,张桂标.方钢管混凝土柱内隔板式节点的抗弯承载力研究[J].建筑科学与工程学报,2005,22(1)42-49
[52] FEMA. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings[J].USA: Federal Emergency Management Agency, 2000
[53] Chou C C, Uang C M. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection[J]. Journal of Constructional Steel Research,2002,58:637～663
[54] Chen S J,Tu C T. Experimental study of jumbo size reduced beam section connections using high-strength Steel [J]. Journal of Structural Engineering, ASCE, 2004,130(4):582～587
[55]杨尉彪,高小旺等.高层建筑钢结构梁柱节点试验研究[J].建筑结构,2001,31(8):3～8
[56]茹继平,杨娜,杨庆山.翼缘削弱型钢框架梁柱节点的性能研究综述[J].工程力学,2004,21(1):61～66
[57] Kawaguchi J,Morino S, Sugimoto T. Elasto-plastic behavior of concrete-filled steel tubular frames.composite construction. In: Composite Construction in steel and concrete III, Proceedings of an Engineering Foundation Conference, Irsee, Germany, 1997: 272-279
[58] Matsui C. Strengh and behavior of frames with concrete filled square steel tubular columns earthquake loading.Proceeding of 1 st International Speciality Conference on Concrete Filled Steel Tubular Structures.Harbin, China, 1985: 104-111.
[59] Morino S, Kawaguchi J, Yasuzaki C, et al.. Behavior of concrete filled steel tubular 3-dimensional subassemblages. Proceeding of the Engineering Foundation Conference on Composite Construction in stee1 and Concrete II, Potosi, USA, 1993: 726-741.
[60]李斌,薛刚,张园.钢管混凝土框架结构抗震性能试验研究,地震工程与工程震动,2002, 22(5):53-56.
[61]宗周红,林东欣,房贞政等.两层钢管混凝土组合框架结构抗震性能试验研究[J].建筑结构学报,2002,23(2):27～35
[62]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津大学博士学位论文,2003.
[63]丁阳,许成祥,戴学新,等.钢管混凝土框架结构抗震性能的非线性有限元分析.建筑结构,2004,34(1): 7-10.
[64]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程振动,2003,(6):113～117
[65]王铁成,卢明奇,张洪波.柱长细比对方钢管混凝土框架延性影响的分析[J].哈尔滨工业大学学报,2005,37(3):332～335
[66]王铁成,卢明奇.轴压比对方钢管混凝土框架延性影响的有限元分析[J].吉林大学学报(工学版),2005,35(1):70～75
[67]王文达.钢管混凝土柱一钢梁平面框架的力学性能研究[D].福州大学博士论文,2006
[68] JGJ101296,建筑抗震试验方法规程[S]
[69]混凝土结构试验方法标准(GB 50152-92)[S].中华人民共和国国家标准,北京:中国建筑工业出版社
[70]王来.方钢管混凝土框架抗震性能的试验与理论研究[D].天津大学博士学位论文.2005
[71] T.Usami,H.B.Ge. Ductility of Concrete-Filled Steel Box Colunms under Cyclic Loading[J]. Journal of Strutural Engeneering. 1994,7
[72]张国军,吕西林.高强混凝土框架柱的地震损伤模型[J].地震工程与工程振动,2005,25(2):100～104
[73]贲庆国.钢框架结构地震作用下累积损伤分析及试验研究[D].南京工业大学,2003
[74] Riyadh A.Hindi, Robert G.. Sexsmith. Inelastic damage analysis of reinforced concrete bridge columns based on degraded monotonic energy[J]. Journal of bridge engineering ASCE. July/August/2004 :326～332
[75]于海祥,武建华,张国彬.一种新型的混凝土结构双参数地震损伤模型[J].重庆建筑大学学报,2004,26(5):43-48
[76] S.L. McCabe and W.J. Hall, Assessment of Seismic Structural Damage[J], Journal of structural Enaneering, 1989, 115(9)
[77]杜修力,欧进萍.建筑结构地震破坏评估模型[J].世界地震工程,1991
[78]魏琏,顾滇.钢筋混凝土框架抗震加固方法[J].建筑结构学报,1982,3(3):46-55.
[79]张凌.损伤方钢管混凝土框架加固后抗震性能的试验研究.天津大学硕士论文,2006
[80]李忠献.工程结构试验理论与技术.天津大学出版社.2004
[81]易方民.高层建筑偏心支撑框架结构抗震性能和设计参数研究.博士学位论文,中国建筑科学研究院,2000
[82]魏中峰.框架结构梁中塑性铰的设置[J].建材技术与应用,2000,(4)
[83]毛炜烽,肖岩.抗弯框架钢梁塑性铰外移设计方法的新进展及其应用[J].建筑技术开发,2005,32(1): 1～4
[84] T.Usami. and H.B.Ge, Ductility of Concrete-Filled Steel Box Colunms under Cyclic Loading [J]. Journal of Strutural Engeneering. 1994,7,2004
[85]杨德建,王宁.建筑结构试验.武汉理工大学出版社.2006
[86]茹继平,杨娜,杨庆山,翼缘削弱型钢框架梁柱节点的性能研究综述,工程力学,2004,2,61~66
[87] Kevin S Moore, James O Malley, Michael D Engelhardt. Design of Reduced Beam Section(RBS) Moment Frame Connections. AISC Structural Steel Educational Council, 1999.8
[88] Sheng-jin Chen, Y.C.Chao. Effect of composite action on seismic performance of steel moment connections with reduce beam sections. Journal of Constructional Steel Research, 57(2001)417~434
[89]朱伯龙.结构抗震试验[M].北京:地震出版社,1989
[90]朱伯龙.钢筋混凝土构件恢复力特性的试验研究-国外建筑抗震评述之十一[R].中国建筑科学研究院情报所,1978
[91]周建中,赵鸿铁,恢复力曲线模型及其对控震效果的影响研究[J],西安科技学院学报,2003,23(3):267～269
[92]肖明葵,刘纲,白绍良,滞回恢复力模型中求折点的一种方法[J],重庆大学学报,2002,25(1):13～16
[93]陈宏、李兆凡、石永久等,钢框架梁柱节点恢复力模型的研究,工业建筑,2002,32(6):64~65
[94]江见鲸,陆新征,叶列平,混凝土结构有限元分析[M],清华大学出版社,2004
[95] Chaboche JL. Constitutive equations for cyclic plasticity and cyclic viscoplasticity [J]. International Journal of Plasticity, 1989, 5(3): 247～302
[96] Chaboche JL. On some modifications of kinematic hardening to improve the description of ratcheting effects [J]. International Journal of Plasticity, 1991, 7(7): 661～678
[97] Virdi, K.S.,Dowling, P.S.,Bond strength in concrete filled circular steel tubes,CESLIC Report CC11,Imperical College, London, 1975
[98] Virdi, K.S., Dowling, P.S., Bond strength in concrete filled steel tubes, IABSE Periodica3/1980, IABSE Proceeding P-33/80, 1980, 125～139
[99]蔡绍怀,薛立红,钢管混凝土柱组合界面抗剪连接及设计方法的研究,北京:中国建筑科学研究院,1995
[100]薛立红,钢管混凝土柱组合界面抗剪连接的试验研究:[博士学位论文],北京;中国建筑科学研究院,1994
[101] Jerome F.Hajjar, Paul H. Schiller, Aleksandr Molodan, A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip, Engineering Structures, 1998, 20(8), 663～676
[102]结构仿真分析ANSYS的工程应用
[103]易力民.高层建筑偏心支撑框架结构抗震性能和设计参数研究.博士学位论文,中国建筑科学研究院,2000.
[104]高小旺,张维嶽,易方民等.高层建筑钢结构梁柱节点试验研究报告.中国建筑科学研究院试验报告,2000.
[2]韩林海,杨有福.现代钢管混凝土结构技术[M].中国建筑工业出版社,2004
[3]钟善桐.钢管混凝土结构在我国的应用和发展.建筑技术,2001(2)
[4]蔡绍怀.现代钢管混凝土结构[M],北京:人民交通出版社,2003
[5]陈卓,段小雨.钢管混凝土结构的发展及特点.重庆建筑,2005(1)
[6]ЛипотовА.Ф.Исследованиепрочноститрубобетонныхэлементов.ТрудыЦНИИС,выпуск19,Исследованиежедезобетонныхмостовыхконструкций.Москва:Трансжелдориздат, 1956: 251~298
[7]МаренинВ.Ф.иРенскийА.Б.Вопросыпрочностистальныхтруб,заполненныхбетоном.Материалыпостальнымконструкциям.Выпуск4.Москва:Госстройиздат, 1959: 85--109
[8]СкворцовН.Ф.Применениестальтрубобетонавмостостроении.Москва:Автотрансиздат, 1955: 87
[9]ДолженкоА.А.Исследованиесопротивлениятрубобетонавнецентренномусжатиюипоперечномуизгибу.ИзвестияВУЗ.Строительствоиархитектура,1965(1): 36~43
[10]ЛукшаЛ.К.Прочностьтрубобетона.Минск:Вышзйшаяшкола, 1977: 96
[11] Neogi P.K,Sen H.K.Concrete-Filled Tubular Steel Columns under Eccentric Loading[J]. Journal of Structural Engineering,47(5),1969
[12] Eurocode 4: Design of composite steel and concrete structures, part 1.1, general rules and rules for buildings. Brussels(Belgium): European Committee for Standardization, 2004
[13] British Standard. BS5400 Steel, concrete and composite bridges,Part S, Code of practice for the design of composite bridges[S]. British Standard Institution, 2005.
[14] DIN 18806. Verbundkonstruktionen,Verbundstiitzen[S]. NABau im Din, Beuth Verlag Gmbh, Berlin 30.1997.
[15] ACI 318-05. Building code requirements for structural concrete and commentary[S]. Farmington Hills (MI),American Concrete Institute, Detroit, U.S.A., 2005.
[16] AISC-LRFD,1999.Load and resistance factor design specification for structural steel buildings,2nd ed.[S].American Institute of Steel Construction(AISC),Chicago,USA
[17] Wakabayashi M., Review of Research on Concrete Filled Steel Tubular Structure in Japan[C]. Proceedings of the International Specialty Conference on Concrete Filled Steel Tubular Structure, 1988: 5~11
[18] Sakino K., Tomii M., Hysteretic Behavior of Concrete Filled Square Steel Tubular Beam-columns Failed in Flexure[J]. Transaction of the Japan Concrete Institute, 1981, 3: 439~446
[19] Matsui C, Keira K, Kawano A, et al, Development of Concrete Filled Steel Tubular Structure with Inner Ribs[C]. Proceeding of the Third International Conference on Steel-Concrete Composite Structure, 1991: 210~206
[20] AIJ.Recommendations for design and construction of concrete filled steel tubular structures[S].Architectural Institute of Japan (AIJ), Tokyo, Japan, 2001.
[21]中国工程建设标准化协会标准,CECS159:2004,矩形钢管混凝土结构技术工程[S],北京:中国计划出版社,2004
[22] Tomii M,Sakino K..Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns[C]. Transactions of the Architectural Institute of Japan. 1979a, No. 275, Tokyo, Japan,55～63
[23] Tomii M,Sakino K..Elasto-plastic behavior of concrete filled square steel tubular beam-columns[C]. Transactions of the Architectural Institute of Japan. 1979b,No.280,Tokyo,Japan,111～120.
[24] Tomii M,Sakino K..Experimental studies on concrete filled square steel tubular beam-columns subjected to monotonic shearing force and constant axial force[C]. Transactions of the Architectural Tnstitute of Japan. 1979c, No. 281, Tokyo, Japan, 81～90.
[25] Sakino K, Tomii M. Hysteretic behavior of concrete filled square steel of the Japan tubular beam columns failed in flexure [M].Trans Concrete Institute. 1981,3: 439～446
[26] Morishita Y.,Tomii M..Experimental studies on bond strength between square steel tube and encased concrete core under cyclic shearing force and constant axial force[C]. Transactions of Japan Concrete Institute, 1982,4: 363-370.
[27] Varma H,RICLES,James M. SAUSE Richard. LU LeWu. Seismic behavior and modeling of high-strength concrete filled steel tube (CFT) beam-columns[J]. Journal of Constructional Steel Research, 2002,58(4- 6):725～758
[28]屠永清.钢管混凝土压弯构件恢复力特性研究.哈尔滨建筑大学博士学位论文.1994
[29]陶忠,杨有福,韩林海.方钢管混凝土构件弯矩-曲率滞回性能研究[J].工业建筑,2000,30(6):7～12
[30]陶忠,韩林海.方钢管混凝土压弯构件荷载-位移滞回性能研究[J].工业建筑,2000, 30(6):l3～18
[31]韩林海,陶忠.方钢管混凝土柱的延性系数[J].地震工程与工程振动,2000,20(4):56～65
[32]吕西林,陆伟东.反复荷载作用下方钢管混凝土柱的抗震性能试验研究[J].建筑结构学报,2000, 21(2): 2～11
[33]王丹,吕西林. T形、L形钢管混凝土柱抗震性能试验研究[J].建筑结构学报,2005,26(4):39～44
[34]韩林海,游经团,杨有福等.往复荷载作用下矩形钢管混凝土构件力学性能的研究[J].土木工程学报, 2004,(11):11-22
[35]赵文艳.斜向受力方钢管混凝土框架柱滞回性能研究[D].哈尔滨工业大学硕士论文.2001
[36]张素梅,刘界鹏,王玉银等.双向压弯方钢管高强混凝土构件滞回性能试验与分析[J].建筑结构学报,2005,26(3):9～18
[37]游经团,韩林海.钢管高性能混凝土压弯构件滞回性能试验研究[J].地震工程与工程振动,2005,25(3):98～103
[38]沈祖炎,董宝,曹文衔.结构损伤累积分析的研究和存在问题[J].同济大学学报,1997,25(2):135～140
[39] Park Y J, Ang H S. Mechanistic Seismic Damage Model for Reinforced Concrete[J]. Journal of Structure Engineering, ASCE, 1985, 111(4):722～739
[40]欧进萍,牛荻涛,王光远,多层非线性抗震钢结构的模糊动力可靠性分析与设计,地震工程与工程振动,1996,16(4)
[41]王东升,冯启明.考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J].土木工程学报,2004,34(11):41～49
[42]邱法维,杨卫东,欧进萍.钢管混凝土柱滞回耗能和累积损伤的试验研究[J],哈尔滨建筑大学学报,1996,29(3):41～45
[43]邱法维,李文峰,潘鹏等.钢筋混凝土柱的双向拟静力试验研究[J],建筑结构学报,2001,29(3):41～45
[44] Masaru Teraoka,Koji Morita, Structural design of high rise building consists of concrete filled square tubular column and steel composite beams and its experimental verification[C], Tubular Structures 4thInternational Symposium, Delftl991,PP392-401
[45] Sasaki Satoshi, Teraoka Masaru, Morita Koji, etal. Structural Behavior of Concrete-filled Square Tubular Column with Partial Penetration Weld Corner Seam to Steel Beam Connections[C], Proceedings of 4th Pacific Structural Steel Conference
[46] Koji Morita,Masaru Teraoka and Takahiko Suzuki. Experimental study on connections between concrete filled square tubular high strength (780MPa) steel column and H-beam[C]. Proceedings of 3rd Pacific Structual Steel Conference. Oct.1992,PP591-598
[47]余勇.方钢管混凝土结构受力性能研究[D].同济大学博士学位论文,1999
[48]张素梅,张大旭.钢管混凝土柱与梁结点荷载-位移滞回曲线理论分析[J].哈尔滨建筑大学学报,2001
[49]周学军,曲慧.方钢管混凝土框架梁柱节点的抗震性能研究[J].钢结构,2005,20(1):26～29
[50]宗周红,林于东,陈慧文等.方钢管混凝土柱与钢梁连接节点的拟静力试验研究[J].建筑结构学报,2005 26(1):77～84.
[51]聂建国,秦凯,张桂标.方钢管混凝土柱内隔板式节点的抗弯承载力研究[J].建筑科学与工程学报,2005,22(1)42-49
[52] FEMA. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings[J].USA: Federal Emergency Management Agency, 2000
[53] Chou C C, Uang C M. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection[J]. Journal of Constructional Steel Research,2002,58:637～663
[54] Chen S J,Tu C T. Experimental study of jumbo size reduced beam section connections using high-strength Steel [J]. Journal of Structural Engineering, ASCE, 2004,130(4):582～587
[55]杨尉彪,高小旺等.高层建筑钢结构梁柱节点试验研究[J].建筑结构,2001,31(8):3～8
[56]茹继平,杨娜,杨庆山.翼缘削弱型钢框架梁柱节点的性能研究综述[J].工程力学,2004,21(1):61～66
[57] Kawaguchi J,Morino S, Sugimoto T. Elasto-plastic behavior of concrete-filled steel tubular frames.composite construction. In: Composite Construction in steel and concrete III, Proceedings of an Engineering Foundation Conference, Irsee, Germany, 1997: 272-279
[58] Matsui C. Strengh and behavior of frames with concrete filled square steel tubular columns earthquake loading.Proceeding of 1 st International Speciality Conference on Concrete Filled Steel Tubular Structures.Harbin, China, 1985: 104-111.
[59] Morino S, Kawaguchi J, Yasuzaki C, et al.. Behavior of concrete filled steel tubular 3-dimensional subassemblages. Proceeding of the Engineering Foundation Conference on Composite Construction in stee1 and Concrete II, Potosi, USA, 1993: 726-741.
[60]李斌,薛刚,张园.钢管混凝土框架结构抗震性能试验研究,地震工程与工程震动,2002, 22(5):53-56.
[61]宗周红,林东欣,房贞政等.两层钢管混凝土组合框架结构抗震性能试验研究[J].建筑结构学报,2002,23(2):27～35
[62]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津大学博士学位论文,2003.
[63]丁阳,许成祥,戴学新,等.钢管混凝土框架结构抗震性能的非线性有限元分析.建筑结构,2004,34(1): 7-10.
[64]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程振动,2003,(6):113～117
[65]王铁成,卢明奇,张洪波.柱长细比对方钢管混凝土框架延性影响的分析[J].哈尔滨工业大学学报,2005,37(3):332～335
[66]王铁成,卢明奇.轴压比对方钢管混凝土框架延性影响的有限元分析[J].吉林大学学报(工学版),2005,35(1):70～75
[67]王文达.钢管混凝土柱一钢梁平面框架的力学性能研究[D].福州大学博士论文,2006
[68] JGJ101296,建筑抗震试验方法规程[S]
[69]混凝土结构试验方法标准(GB 50152-92)[S].中华人民共和国国家标准,北京:中国建筑工业出版社
[70]王来.方钢管混凝土框架抗震性能的试验与理论研究[D].天津大学博士学位论文.2005
[71] T.Usami,H.B.Ge. Ductility of Concrete-Filled Steel Box Colunms under Cyclic Loading[J]. Journal of Strutural Engeneering. 1994,7
[72]张国军,吕西林.高强混凝土框架柱的地震损伤模型[J].地震工程与工程振动,2005,25(2):100～104
[73]贲庆国.钢框架结构地震作用下累积损伤分析及试验研究[D].南京工业大学,2003
[74] Riyadh A.Hindi, Robert G.. Sexsmith. Inelastic damage analysis of reinforced concrete bridge columns based on degraded monotonic energy[J]. Journal of bridge engineering ASCE. July/August/2004 :326～332
[75]于海祥,武建华,张国彬.一种新型的混凝土结构双参数地震损伤模型[J].重庆建筑大学学报,2004,26(5):43-48
[76] S.L. McCabe and W.J. Hall, Assessment of Seismic Structural Damage[J], Journal of structural Enaneering, 1989, 115(9)
[77]杜修力,欧进萍.建筑结构地震破坏评估模型[J].世界地震工程,1991
[78]魏琏,顾滇.钢筋混凝土框架抗震加固方法[J].建筑结构学报,1982,3(3):46-55.
[79]张凌.损伤方钢管混凝土框架加固后抗震性能的试验研究.天津大学硕士论文,2006
[80]李忠献.工程结构试验理论与技术.天津大学出版社.2004
[81]易方民.高层建筑偏心支撑框架结构抗震性能和设计参数研究.博士学位论文,中国建筑科学研究院,2000
[82]魏中峰.框架结构梁中塑性铰的设置[J].建材技术与应用,2000,(4)
[83]毛炜烽,肖岩.抗弯框架钢梁塑性铰外移设计方法的新进展及其应用[J].建筑技术开发,2005,32(1): 1～4
[84] T.Usami. and H.B.Ge, Ductility of Concrete-Filled Steel Box Colunms under Cyclic Loading [J]. Journal of Strutural Engeneering. 1994,7,2004
[85]杨德建,王宁.建筑结构试验.武汉理工大学出版社.2006
[86]茹继平,杨娜,杨庆山,翼缘削弱型钢框架梁柱节点的性能研究综述,工程力学,2004,2,61~66
[87] Kevin S Moore, James O Malley, Michael D Engelhardt. Design of Reduced Beam Section(RBS) Moment Frame Connections. AISC Structural Steel Educational Council, 1999.8
[88] Sheng-jin Chen, Y.C.Chao. Effect of composite action on seismic performance of steel moment connections with reduce beam sections. Journal of Constructional Steel Research, 57(2001)417~434
[89]朱伯龙.结构抗震试验[M].北京:地震出版社,1989
[90]朱伯龙.钢筋混凝土构件恢复力特性的试验研究-国外建筑抗震评述之十一[R].中国建筑科学研究院情报所,1978
[91]周建中,赵鸿铁,恢复力曲线模型及其对控震效果的影响研究[J],西安科技学院学报,2003,23(3):267～269
[92]肖明葵,刘纲,白绍良,滞回恢复力模型中求折点的一种方法[J],重庆大学学报,2002,25(1):13～16
[93]陈宏、李兆凡、石永久等,钢框架梁柱节点恢复力模型的研究,工业建筑,2002,32(6):64~65
[94]江见鲸,陆新征,叶列平,混凝土结构有限元分析[M],清华大学出版社,2004
[95] Chaboche JL. Constitutive equations for cyclic plasticity and cyclic viscoplasticity [J]. International Journal of Plasticity, 1989, 5(3): 247～302
[96] Chaboche JL. On some modifications of kinematic hardening to improve the description of ratcheting effects [J]. International Journal of Plasticity, 1991, 7(7): 661～678
[97] Virdi, K.S.,Dowling, P.S.,Bond strength in concrete filled circular steel tubes,CESLIC Report CC11,Imperical College, London, 1975
[98] Virdi, K.S., Dowling, P.S., Bond strength in concrete filled steel tubes, IABSE Periodica3/1980, IABSE Proceeding P-33/80, 1980, 125～139
[99]蔡绍怀,薛立红,钢管混凝土柱组合界面抗剪连接及设计方法的研究,北京:中国建筑科学研究院,1995
[100]薛立红,钢管混凝土柱组合界面抗剪连接的试验研究:[博士学位论文],北京;中国建筑科学研究院,1994
[101] Jerome F.Hajjar, Paul H. Schiller, Aleksandr Molodan, A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip, Engineering Structures, 1998, 20(8), 663～676
[102]结构仿真分析ANSYS的工程应用
[103]易力民.高层建筑偏心支撑框架结构抗震性能和设计参数研究.博士学位论文,中国建筑科学研究院,2000.
[104]高小旺,张维嶽,易方民等.高层建筑钢结构梁柱节点试验研究报告.中国建筑科学研究院试验报告,2000.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |