圆套圆中空夹层钢管混凝土柱—钢梁节点滞回性能试验研究
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摘要
中空夹层钢管混凝土是一种新型的钢管混凝土结构,其构件是将两层钢管同心放置,并在两层钢管之间浇注混凝土而形成的构件。其构件除了保持传统的钢管混凝土构件的特点,还具有截面开展、抗弯刚度大、自重轻、抗震性能好和防火性能好等特点,因此在在土木工程领域尤其在新建的建筑中得有较为广泛的应用前景。鉴于以上实际情况,本文首次对圆套圆中空夹层钢管混凝土柱-钢梁节点抗震性能进行了研究,具体进行的工作有以下几方面:
(1)综述了中空夹层钢管混凝土结构的特点,讲述了课题提出的背景,介绍了本文课题研究的目的、方法和内容。
(2)详细记录了圆套圆中空夹层钢管混凝土柱-钢梁节点的制作过程和试验过程。
(3)以节点柱空心率和轴压比为参数,进行了9个圆套圆中空夹层钢管混凝土柱-钢梁节点的滞回性能试验研究。
(4)根据参数不同时节点的P-Δ曲线,P-Δ骨架曲线,弯距-转角曲线分析了对于节点承载力、延性、刚度以及耗能性能的影响规律。
Concrete Filled Double Skin Steel Tubular Columns is a new Concrete Filled Steel Tube Structures.The structures is placed on two concentric steel tubes, pouring concrete between two layers of formed steel components. The Structures in addition to maintaining the traditional characteristics of Concrete Filled Steel Tube Structures, also has carried out cross-section, bending stiffness, light weight, good seismic performance and fire performance characteristics. Therefore, in the civil engineering field, especially in new buildings, it will have a relatively wide range of applications. In view of the actual situation, this paper studies Concrete Filled Double Skin Steel Tubular Columns joint for the first time, and the specific work is carried out by the following aspects:
(1) This paper summarizes the characteristics of Concrete Filled Double Skin Steel Tubular Structures, as well as the subject's background, the purpose of this research, methods and content.
(2) Experimental research described in detail Steel beam to Filled Double Skin Steel Tubular Columns joint of the production process and loading methods.
(3) The hysteretic behavior of 9 concrete filled double skin steel tubular columns joint with circular hollow section (CHS) inner and circular hollow section (CHS) outer columns were studied and the results were presented in this paper. The parameters are the axial compression ratio and hollow section ratio.
(4) The influences of those different parameters of the joints on the strength, ductility, stiffness, and energy were investigated.
(1)综述了中空夹层钢管混凝土结构的特点,讲述了课题提出的背景,介绍了本文课题研究的目的、方法和内容。
(2)详细记录了圆套圆中空夹层钢管混凝土柱-钢梁节点的制作过程和试验过程。
(3)以节点柱空心率和轴压比为参数,进行了9个圆套圆中空夹层钢管混凝土柱-钢梁节点的滞回性能试验研究。
(4)根据参数不同时节点的P-Δ曲线,P-Δ骨架曲线,弯距-转角曲线分析了对于节点承载力、延性、刚度以及耗能性能的影响规律。
Concrete Filled Double Skin Steel Tubular Columns is a new Concrete Filled Steel Tube Structures.The structures is placed on two concentric steel tubes, pouring concrete between two layers of formed steel components. The Structures in addition to maintaining the traditional characteristics of Concrete Filled Steel Tube Structures, also has carried out cross-section, bending stiffness, light weight, good seismic performance and fire performance characteristics. Therefore, in the civil engineering field, especially in new buildings, it will have a relatively wide range of applications. In view of the actual situation, this paper studies Concrete Filled Double Skin Steel Tubular Columns joint for the first time, and the specific work is carried out by the following aspects:
(1) This paper summarizes the characteristics of Concrete Filled Double Skin Steel Tubular Structures, as well as the subject's background, the purpose of this research, methods and content.
(2) Experimental research described in detail Steel beam to Filled Double Skin Steel Tubular Columns joint of the production process and loading methods.
(3) The hysteretic behavior of 9 concrete filled double skin steel tubular columns joint with circular hollow section (CHS) inner and circular hollow section (CHS) outer columns were studied and the results were presented in this paper. The parameters are the axial compression ratio and hollow section ratio.
(4) The influences of those different parameters of the joints on the strength, ductility, stiffness, and energy were investigated.
引文
1.陶忠,于清.新型组合结构柱-试验、理论与方法.北京:科学出版社,2006.
2.韩林海,陶忠,王文达.现代组合结构和混合结构—试验、理论和方法.北京:科学出版社,2009.
3.韩林海.钢管混凝土结构-理论与实践.北京:科学出版社,2004.
4. 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.
5. ANSI/AISC 360-05. Specification for structural steel buildings. American Institute of Steel Construction(AISC), An American National Standard, Chicago, U.S.A., 2005.
6. AIJ. Recommendations for design and construction of concrete filled steel tubular structures.Architectural Institute of Japan (AIJ), Tokyo, Japan, 1997.
7.陶忠,韩林海.中空夹层钢管混凝土的研究进展.哈尔滨工业大学学报增刊, 2003:144~146
8.陶忠.中空夹层钢管混凝土研究与应用若干问题初探.工程力学增刊, 2002: 577~580
9. Lin-Hai Han, Jing-Tuan You,Xiao-Kang Lin. Experimental Behaviour of Self-Consolidating Concrete (SCC) Filled Hollow Structural Steel (HSS) Columns Subjected to Cyclic Loadings. Advances in Structural Engineering, 2005.
10. Lin-Hai Han,Guo-Huang Yao. Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC). Thin-Walled Structures, 42 (2004) 1357~1377.
11. Lin-Hai Han, Wei Liu, You-Fu Yang. Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression. Journal of Constructional Steel Research, 64 (2008) 377~387.
12. Lin-Hai Han, Hui Lub, Guo-Huang Yao, Fei-Yu Liao. Further study on the flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research,62 (2006) 554~565.
13.中华人民共和国国家标准GBS0017-2003.钢结构设计规范.北京:中国计划出版社,2003
14.中华人民共和国国家标准GBS001 I-2001.建筑抗震设计规范.北京:中国建筑工业出版社,2002.
15.中华人民共和国.金属拉伸试验方法(GB/T228-2002).北京:中国标准出版社,2003.
16.中华人民共和国.普通混凝土力学试验方法(GB/T50081-2002).北京:中国标准出版社,2003.
17.钟善桐.高层钢管混凝土结构.哈尔滨:黑龙江科学技术出版社,1999.
18. Lin-Hai Han. Experimental behaviours of steel tube confined concrete (STCC) columns. Steel and Composite Structures, Vol. 5, No. 6 (2005) 459-484.
19. S Wei, S T Mau, C Vipulanandan, S K Mantrala.Performance of New Sandwich Tube under Axial Loading: Experiment.Jouranal of Structural Engineering.1995a, 121(12);1806~1814
20.韩邦飞,夏建国,赵建明.同种双钢管混凝土轴心受压构件的承载力的研究.石家庄铁道学院学报,1995,8(3):75-80
21. Yagishita,Kitoh H,Sugimoto M,Tanihira T,Sonoda K.2000.Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force.Proceedings of 6th International Conference on Steel and Concrete Composite Structures,497～503
22.蔡克栓,林育详,林敏郎.中空夹层钢管混凝土柱与基础结合之试验行为.第二届海峡两岸及香港结构技术交流会: 2001:77～78
23. Lin M L,Tsai K C. Behaviour of double-skinned composite steel tubular coloumns subjected to combined axial and flexural loads.First International Conferernce on Steel & Composite Structures.1145～1152
24. X L Zhao, R Grzebieta. Strength and Ductility of Concrete Filled Double Skin(SHS Inner and SHS Outer). Thin-Walled Structures.2002,40:199-233
25. Zhao X L,Grzebieta R,Elchalakani M. Tests of conerete-filled double skin circular hollow sections.First International Conference on Steel & Composite Structures.2001:283～290
26. Elchalakani M,Zhao X L, Grzebiea R. Tests on concrete filled double-skin (CHS oouter and SHS inner) composite short columns under axial compression.Thin-Walled Structures.2002,40(5):415～441
27. Zhao X L,Grzebieta R,Ukur A,Elchalakani M. Tests of concrete-filled double skin(SHS outer and CHS inner)composite stub columns.Proceedings of the Third International Conference on Advances in Steel Structures. 2002a:567～574
28. Zhao X L,Han B,Grzebieta R H. Plastic mechanism analysis of concrete-filled double-skin(SHS inner and SHS outer)stub columns.Thin-Walled Structures. 2002b.40(10):815～833
29.夏桂云,曾庆元,李传习等.复式空心钢管混凝土柱抗压刚度.长安大学学报(自然科学版).2003,23(4):41-45
30. Uenaka K,Hayami M,Kitoh H,Sonoda K. Experimental study on concrete filled double tubular steel columns under axial loading.Advances in Structure(edited by Hancok et al).2003:877～882
31.赵均海,郭红香,魏雪英.圆中空夹层钢管混凝土柱承载力研究.建筑科学与工程学报.2005,22(l):50~ 54
32.黄宏,韩林海,陶忠.方中空夹层钢管混凝土柱滞回性能研究.建筑结构学报.2006,27(2):64~ 74
33.黄宏,陶忠,韩林海.圆中空夹层钢管混凝土纯弯力学性能研究.工业建筑.2006, 36(11) :15~18
34.余鑫,陶忠.中空夹层钢管混凝土轴压短柱火灾后剩余承载力的试验研究.工业建筑. 2009, 39(4) :9~13
35.霍静思.火灾作用后钢管混凝土柱-钢梁节点力学性能研究〔博士学位论文〕.福州:福州大学2005.
36.韩林海,杨有福.现代钢管混凝土技术.北京:中国建筑工业出版社,2004,12.
37.王毅红,汤文锋.新型钢管混凝土节点-芯钢管边柱节点的试验研究.工业建筑. 2005,01.
38.陈曦,王湛.加强环式钢管混凝土节点梁柱连接刚度的有限元分析.四川建筑科学研究.2007,05.
39.李成玉,郭耀杰.钢管混凝土节点抗弯刚度非线性分析.钢结构.2007,05.
40.金刚,丁洁民,陈建斌.矩形钢管混凝土柱-钢梁节点抗震性能试验研究与分析.建筑结构. 2007,02.
41.代红军,季韬.钢管混凝土柱-RC环梁节点受力性能分析.福州大学学报(自然科学版).2008,06.
42.秦庚,王文达.钢管混凝土环板节点设计的关键问题探讨.华中科技大学学报(城市科学版). 2008,04.
43.王毅红,卢先军,周绪红,郭增辉,付敏.芯钢管连接的钢管混凝土半连通角节点试验研究.建筑结构学报. 2008,04.
44.王静峰,韩林海,郭水平.半刚性钢管混凝土框架端板节点试验研究及数值模拟.建筑结构学报.2009.S2.
45.张全林,杨成臣.钢管混凝土柱外加强环式节点有限元分析.建筑结构. 2009.S1.
46.李松柏,李桢章,梁继忠.钢管混凝土柱与钢筋混凝土梁不穿心节点抗震性能试验研究.建筑结构.2009,08.
47. Koester B D, Yura J A, Jirsa J O. Behavior of moment connetions between concrete-filled steel tube colunms and wide flange steel beams subjected to seismic to loads. The 12th WCEE, Paper No. 1 759,2000: 1~7.
48. Chiew S P, Lie S T, Dai C W. Moment resistance of steel I-beam to CFT column connections. Journal of Structural Engineering, 2001.127 (10): 1164~1172.
49.程志辉,司徒锡乐.新达城广场钢管混凝土柱节点设计.建筑结构.2001,07.
50. Kang C H, Shin K J, Oh Y S, et al.. Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements. Engineering Structures, 2001, 23(9): 1194~1201.
51.张大旭,张素梅.钢管混凝土梁柱节点动力性能试验研究.哈尔滨建筑大学学报.2001,4 (1):21~27.
52.钟立来等.箱型钢管混凝土结构之螺栓式梁柱接头.土木水利.2001,28(2): 65~72.
53.蔡健,黄泰赞.钢管混凝土柱节点的应用现状和存在问题.建筑结构.2001,31(7): 8~10.
54. Beutel J, Thambiratnam D, Perera N. Monotonic behaviour of composite column to beam connections.Engineering Structures.2001, 23 (9): 1152~1161.
55. Haga J, Kubota N. Column fillet weld design technology. Kobe Steel Engineering Reports.2002,52(1):55~59.
56. Kim Y J, Shin K J, Oh Y S, et alExperimental results of CFT column to H-beam full-scale connections with external T-stiffeners. 2002,T1-3-d-1:1~6.
57.吕西林,李学平,余勇.方钢管混凝土柱与钢梁连接的设计方法.同济大学学报.2002,30(1): 1~9.
58.蔡健,黄泰赟,苏恒强.新型钢管混凝土中柱劲性环梁式节点的设计方法初探.土木工程学报.2002,01.
59.张学文,蔡健,刘付钧.新型钢管混凝土柱-平板节点轴压性能研究(Ⅱ)——承载力计算公式及构造要点.华南理工大学学报(自然科学版).2003,03
60.凌育洪,宋欣.实用可靠的钢管混凝土柱环梁节点.哈尔滨工业大学学报.2004.10.
61.汤文锋,王毅红,史耀华.新型钢管混凝土节点的非线性有限元分析.长安大学学报(自然科学版). 2004.05
62.周天华.方钢管混凝土柱-钢梁框架节点抗震性能及承载力研究:[博士学位论文].西安:西安建筑科技大学,2004.
63.陈鹃.加强环式钢管混凝土柱-钢梁节点的刚性研究[博士学位论文].汕头:汕头大学,2004.
64.陈鹃,王湛,袁继雄.加强环式钢管混凝土柱-钢梁节点的刚性研究.建筑结构学报.2004,25(4): 43-49.
65.苏恒强,蔡健,姚大鑫等.钢管混凝土加强环式节点的试验研究.华南理工大学学报(自然科学版). 2004,32(1): 80~84.
66.吕西林,李学平,余勇.矩形钢管混凝土柱与钢梁的连接节点设计方法.建筑结构.2005. 35(1):7~9.
67.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.建筑结构学报.2005,26(1): 77~84.
68. Azizinamini A, Schneider S P. Moment connections to circular concrete-filled steel tube columns.Journal of Structural Engineering.2004, 130 (2): 213~222.
69. ATC-24. Guidelines for cyclic seismic testing of components of steel structures. Redwood City (CA):Applied Technology Council,1992.
70.中华人民共和国建设部.建筑抗震试验方法规程JGJ101-96 [S].北京:中国建筑工业出版社, 1997.
71. S Wei, S T Mau, C Vipulanandan, S K Mantrala.Performance of New Sandwich Tube under Axial Loading: Analysis.Jouranal of Structural Engineering.1995b, 121(12);1815～1821
2.韩林海,陶忠,王文达.现代组合结构和混合结构—试验、理论和方法.北京:科学出版社,2009.
3.韩林海.钢管混凝土结构-理论与实践.北京:科学出版社,2004.
4. 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.
5. ANSI/AISC 360-05. Specification for structural steel buildings. American Institute of Steel Construction(AISC), An American National Standard, Chicago, U.S.A., 2005.
6. AIJ. Recommendations for design and construction of concrete filled steel tubular structures.Architectural Institute of Japan (AIJ), Tokyo, Japan, 1997.
7.陶忠,韩林海.中空夹层钢管混凝土的研究进展.哈尔滨工业大学学报增刊, 2003:144~146
8.陶忠.中空夹层钢管混凝土研究与应用若干问题初探.工程力学增刊, 2002: 577~580
9. Lin-Hai Han, Jing-Tuan You,Xiao-Kang Lin. Experimental Behaviour of Self-Consolidating Concrete (SCC) Filled Hollow Structural Steel (HSS) Columns Subjected to Cyclic Loadings. Advances in Structural Engineering, 2005.
10. Lin-Hai Han,Guo-Huang Yao. Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC). Thin-Walled Structures, 42 (2004) 1357~1377.
11. Lin-Hai Han, Wei Liu, You-Fu Yang. Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression. Journal of Constructional Steel Research, 64 (2008) 377~387.
12. Lin-Hai Han, Hui Lub, Guo-Huang Yao, Fei-Yu Liao. Further study on the flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research,62 (2006) 554~565.
13.中华人民共和国国家标准GBS0017-2003.钢结构设计规范.北京:中国计划出版社,2003
14.中华人民共和国国家标准GBS001 I-2001.建筑抗震设计规范.北京:中国建筑工业出版社,2002.
15.中华人民共和国.金属拉伸试验方法(GB/T228-2002).北京:中国标准出版社,2003.
16.中华人民共和国.普通混凝土力学试验方法(GB/T50081-2002).北京:中国标准出版社,2003.
17.钟善桐.高层钢管混凝土结构.哈尔滨:黑龙江科学技术出版社,1999.
18. Lin-Hai Han. Experimental behaviours of steel tube confined concrete (STCC) columns. Steel and Composite Structures, Vol. 5, No. 6 (2005) 459-484.
19. S Wei, S T Mau, C Vipulanandan, S K Mantrala.Performance of New Sandwich Tube under Axial Loading: Experiment.Jouranal of Structural Engineering.1995a, 121(12);1806~1814
20.韩邦飞,夏建国,赵建明.同种双钢管混凝土轴心受压构件的承载力的研究.石家庄铁道学院学报,1995,8(3):75-80
21. Yagishita,Kitoh H,Sugimoto M,Tanihira T,Sonoda K.2000.Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force.Proceedings of 6th International Conference on Steel and Concrete Composite Structures,497～503
22.蔡克栓,林育详,林敏郎.中空夹层钢管混凝土柱与基础结合之试验行为.第二届海峡两岸及香港结构技术交流会: 2001:77～78
23. Lin M L,Tsai K C. Behaviour of double-skinned composite steel tubular coloumns subjected to combined axial and flexural loads.First International Conferernce on Steel & Composite Structures.1145～1152
24. X L Zhao, R Grzebieta. Strength and Ductility of Concrete Filled Double Skin(SHS Inner and SHS Outer). Thin-Walled Structures.2002,40:199-233
25. Zhao X L,Grzebieta R,Elchalakani M. Tests of conerete-filled double skin circular hollow sections.First International Conference on Steel & Composite Structures.2001:283～290
26. Elchalakani M,Zhao X L, Grzebiea R. Tests on concrete filled double-skin (CHS oouter and SHS inner) composite short columns under axial compression.Thin-Walled Structures.2002,40(5):415～441
27. Zhao X L,Grzebieta R,Ukur A,Elchalakani M. Tests of concrete-filled double skin(SHS outer and CHS inner)composite stub columns.Proceedings of the Third International Conference on Advances in Steel Structures. 2002a:567～574
28. Zhao X L,Han B,Grzebieta R H. Plastic mechanism analysis of concrete-filled double-skin(SHS inner and SHS outer)stub columns.Thin-Walled Structures. 2002b.40(10):815～833
29.夏桂云,曾庆元,李传习等.复式空心钢管混凝土柱抗压刚度.长安大学学报(自然科学版).2003,23(4):41-45
30. Uenaka K,Hayami M,Kitoh H,Sonoda K. Experimental study on concrete filled double tubular steel columns under axial loading.Advances in Structure(edited by Hancok et al).2003:877～882
31.赵均海,郭红香,魏雪英.圆中空夹层钢管混凝土柱承载力研究.建筑科学与工程学报.2005,22(l):50~ 54
32.黄宏,韩林海,陶忠.方中空夹层钢管混凝土柱滞回性能研究.建筑结构学报.2006,27(2):64~ 74
33.黄宏,陶忠,韩林海.圆中空夹层钢管混凝土纯弯力学性能研究.工业建筑.2006, 36(11) :15~18
34.余鑫,陶忠.中空夹层钢管混凝土轴压短柱火灾后剩余承载力的试验研究.工业建筑. 2009, 39(4) :9~13
35.霍静思.火灾作用后钢管混凝土柱-钢梁节点力学性能研究〔博士学位论文〕.福州:福州大学2005.
36.韩林海,杨有福.现代钢管混凝土技术.北京:中国建筑工业出版社,2004,12.
37.王毅红,汤文锋.新型钢管混凝土节点-芯钢管边柱节点的试验研究.工业建筑. 2005,01.
38.陈曦,王湛.加强环式钢管混凝土节点梁柱连接刚度的有限元分析.四川建筑科学研究.2007,05.
39.李成玉,郭耀杰.钢管混凝土节点抗弯刚度非线性分析.钢结构.2007,05.
40.金刚,丁洁民,陈建斌.矩形钢管混凝土柱-钢梁节点抗震性能试验研究与分析.建筑结构. 2007,02.
41.代红军,季韬.钢管混凝土柱-RC环梁节点受力性能分析.福州大学学报(自然科学版).2008,06.
42.秦庚,王文达.钢管混凝土环板节点设计的关键问题探讨.华中科技大学学报(城市科学版). 2008,04.
43.王毅红,卢先军,周绪红,郭增辉,付敏.芯钢管连接的钢管混凝土半连通角节点试验研究.建筑结构学报. 2008,04.
44.王静峰,韩林海,郭水平.半刚性钢管混凝土框架端板节点试验研究及数值模拟.建筑结构学报.2009.S2.
45.张全林,杨成臣.钢管混凝土柱外加强环式节点有限元分析.建筑结构. 2009.S1.
46.李松柏,李桢章,梁继忠.钢管混凝土柱与钢筋混凝土梁不穿心节点抗震性能试验研究.建筑结构.2009,08.
47. Koester B D, Yura J A, Jirsa J O. Behavior of moment connetions between concrete-filled steel tube colunms and wide flange steel beams subjected to seismic to loads. The 12th WCEE, Paper No. 1 759,2000: 1~7.
48. Chiew S P, Lie S T, Dai C W. Moment resistance of steel I-beam to CFT column connections. Journal of Structural Engineering, 2001.127 (10): 1164~1172.
49.程志辉,司徒锡乐.新达城广场钢管混凝土柱节点设计.建筑结构.2001,07.
50. Kang C H, Shin K J, Oh Y S, et al.. Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements. Engineering Structures, 2001, 23(9): 1194~1201.
51.张大旭,张素梅.钢管混凝土梁柱节点动力性能试验研究.哈尔滨建筑大学学报.2001,4 (1):21~27.
52.钟立来等.箱型钢管混凝土结构之螺栓式梁柱接头.土木水利.2001,28(2): 65~72.
53.蔡健,黄泰赞.钢管混凝土柱节点的应用现状和存在问题.建筑结构.2001,31(7): 8~10.
54. Beutel J, Thambiratnam D, Perera N. Monotonic behaviour of composite column to beam connections.Engineering Structures.2001, 23 (9): 1152~1161.
55. Haga J, Kubota N. Column fillet weld design technology. Kobe Steel Engineering Reports.2002,52(1):55~59.
56. Kim Y J, Shin K J, Oh Y S, et alExperimental results of CFT column to H-beam full-scale connections with external T-stiffeners. 2002,T1-3-d-1:1~6.
57.吕西林,李学平,余勇.方钢管混凝土柱与钢梁连接的设计方法.同济大学学报.2002,30(1): 1~9.
58.蔡健,黄泰赟,苏恒强.新型钢管混凝土中柱劲性环梁式节点的设计方法初探.土木工程学报.2002,01.
59.张学文,蔡健,刘付钧.新型钢管混凝土柱-平板节点轴压性能研究(Ⅱ)——承载力计算公式及构造要点.华南理工大学学报(自然科学版).2003,03
60.凌育洪,宋欣.实用可靠的钢管混凝土柱环梁节点.哈尔滨工业大学学报.2004.10.
61.汤文锋,王毅红,史耀华.新型钢管混凝土节点的非线性有限元分析.长安大学学报(自然科学版). 2004.05
62.周天华.方钢管混凝土柱-钢梁框架节点抗震性能及承载力研究:[博士学位论文].西安:西安建筑科技大学,2004.
63.陈鹃.加强环式钢管混凝土柱-钢梁节点的刚性研究[博士学位论文].汕头:汕头大学,2004.
64.陈鹃,王湛,袁继雄.加强环式钢管混凝土柱-钢梁节点的刚性研究.建筑结构学报.2004,25(4): 43-49.
65.苏恒强,蔡健,姚大鑫等.钢管混凝土加强环式节点的试验研究.华南理工大学学报(自然科学版). 2004,32(1): 80~84.
66.吕西林,李学平,余勇.矩形钢管混凝土柱与钢梁的连接节点设计方法.建筑结构.2005. 35(1):7~9.
67.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.建筑结构学报.2005,26(1): 77~84.
68. Azizinamini A, Schneider S P. Moment connections to circular concrete-filled steel tube columns.Journal of Structural Engineering.2004, 130 (2): 213~222.
69. ATC-24. Guidelines for cyclic seismic testing of components of steel structures. Redwood City (CA):Applied Technology Council,1992.
70.中华人民共和国建设部.建筑抗震试验方法规程JGJ101-96 [S].北京:中国建筑工业出版社, 1997.
71. S Wei, S T Mau, C Vipulanandan, S K Mantrala.Performance of New Sandwich Tube under Axial Loading: Analysis.Jouranal of Structural Engineering.1995b, 121(12);1815～1821