新型钢-混凝土组合结构的应用与展望
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摘要
简要介绍新型组合结构的类型及优越性,并对其在国内外的发展过程及应用现状做出评述,分析新型钢-混凝土组合结构的发展方向和需进一步解决的问题,对推动钢筋混凝土组合结构在结构工程中的应用具有理论意义和实用价值。
The type and superiority of new composite structure were introduced.The process of development at home and abroad and the present status of application were also presented.Particularly,the direction of development and research topics of the new steel-concrete composite structure were pointed out.Which has theoretical and practical importance in promoting the application of steel-concrete composite structure in structural engineering.
The type and superiority of new composite structure were introduced.The process of development at home and abroad and the present status of application were also presented.Particularly,the direction of development and research topics of the new steel-concrete composite structure were pointed out.Which has theoretical and practical importance in promoting the application of steel-concrete composite structure in structural engineering.
引文
1蒋永生,王群依,梁书亭,等.新型钢-混凝土组合结构构件的研究与应用.东南大学学报,2003,33(5):534-543
2蔡益燕.对组合结构应用的几点思考.建筑钢结构进展,2002,4(3):32-35
3白国良,秦福华.型钢钢筋混凝土原理与设计.上海:上海科学技术出版社,2000
4韩林海.钢管混凝土结构.北京:科学出版社,2000
5 Johnson R P,Buckby R J.Composite Structure of Steel and Con-crete.Volume 2-Bridge,with a Commentary on BS 5400 Part 5.Crosby Lockwood Stapies:Granada Publishing Limited,1979
6孙慧中,沈文都,施昌.劲性钢筋混凝土结构体系研究报告.北京:中国建筑科学研究院结构所,1990
7 Shunichi Nakamura.Construction Consideration for Composite Steel-and-Concrete Floor Systems.Journal of Structural Engineering,2002,128(9):1 099-1 110
8 Shunichi Nakamura.Bending Behavior of Composite Girders withCold Formed Steel U Section.Journal of Structural Engineering,2002,128(9):1 169-1 176
9 Enrico Spacone,Sherif EI-Tawil.Nonlinear Analysis of Steel-Concrete Composite Structures:State of the Art.Journal of Struc-tural Engineering,2004(2):159-168
10陈忠汉,胡夏闽.组合结构设计.北京:中国建筑工业出版社,2002
11 Xiao Yan,He Wenhui,Choi Kang-Kyu.Confined Concrete-Filled Tubular Columns.Journal of Structural Engineering,2005(5):488-497
12赵鸿铁.钢与混凝土组合结构.北京:科学出版社,2001
13赵西安.高层建筑设计:[硕士学位论文].北京:中国建筑科学研究院,1995
14钟善桐.钢-混凝土组合结构在我国的研究与应用.钢结构,2000,15(4):41-46
15 Peter H.Bischoff.Reevaluation of Deflection Prediction for Con-crete Beams Reinforced with Steel and Fiber Reinforced PolymerBars.Journal of Structural Engineering,2005(5):752-767
16上海长福结构设计事务所.钢管混凝土结构在高层住宅中的应用与探讨.建筑门窗与金属建材,2003(1):5-8
17钟新谷,舒小娟.钢-混凝土组合梁正截面承载力的初步研究.土木工程学报,2002,35(6):73-78
18范旭红,石启印,马波.钢-混凝土组合梁的研究与展望.江苏大学学报,2004,25(1):89-92
19范旭红,石启印.结构地震反应分析的状态空间法.江苏大学学报,2003,24(4):74-77
20钟建海.复杂截面型钢-混凝土组合柱的设计与分析:[硕士学位论文].杭州:浙江大学,2003
21胡儒明,庄一舟,谢醒悔.预应力组合结构设计及应用研究.冶金丛刊,2002(3):9-13
22陈联盟,庄一舟.预应力钢管混凝土组合结构受弯构件弹塑性计算分析及应用.工业建筑,2004,34(2):56-59
23卿桂萍,卿华,郭为龙.低多层轻型钢结构住宅的设计与应用.江汉石油职工大学学报,2004,17(4):41-43
24李俊华,赵鸿铁,薛建阳,等.型钢高强混凝土柱若干问题的探讨.西安建筑科技大学学报,2004,3(1):43-47
25赵鸿铁,杨勇,薛建阳,等.型钢混凝土粘结滑移力学性能研究及基本问题.力学进展,2003,33(1):74-86
26 Bryson J O,Mathey R G.Surface Condition Effect on BondStrength of Steel Beams in Concrete.Journal of ACI,1962,59(3):397-406
27 Roeder C W,Robert C.Shear Connector Requirements for Em-bedded Steel Sections.Journal of Structural Engineering,ASCE,1999,125(2):142-151
28舒小娟,钟新谷,沈明燕.差分法计算钢箱-混凝土组合梁的纯扭转刚度及剪应力.南方冶金学院学报,2003,24(5):77-81
29范涛.浅述型钢混凝土结构的特点及应用.四川建筑科学研究,2004,30(4):38-39
30毛小勇,肖岩.一种新型钢-混凝土组合板承载力的试验研究.湖南大学学报,2004,31(2):74-79
31刘凯.型钢混凝土组合结构在贵阳的工程中的设计及探讨:[硕士学位论文].天津:天津大学,2003
32 Chen S F,Teng J G,Chan S L.Design of Biaxially Loaded ShortComposite Columns of Arbitrary Section.Journal of Structural En-gineering,ASCE,2001,127(6):678-685
33 Walter P.Moore.Composite Design Provisions 2005 AISC Speci-fication for Steel Buildings.Journal of Structures,2005:1-4
34 JGJ 3-2002高层建筑混凝土结构技术规程.
2蔡益燕.对组合结构应用的几点思考.建筑钢结构进展,2002,4(3):32-35
3白国良,秦福华.型钢钢筋混凝土原理与设计.上海:上海科学技术出版社,2000
4韩林海.钢管混凝土结构.北京:科学出版社,2000
5 Johnson R P,Buckby R J.Composite Structure of Steel and Con-crete.Volume 2-Bridge,with a Commentary on BS 5400 Part 5.Crosby Lockwood Stapies:Granada Publishing Limited,1979
6孙慧中,沈文都,施昌.劲性钢筋混凝土结构体系研究报告.北京:中国建筑科学研究院结构所,1990
7 Shunichi Nakamura.Construction Consideration for Composite Steel-and-Concrete Floor Systems.Journal of Structural Engineering,2002,128(9):1 099-1 110
8 Shunichi Nakamura.Bending Behavior of Composite Girders withCold Formed Steel U Section.Journal of Structural Engineering,2002,128(9):1 169-1 176
9 Enrico Spacone,Sherif EI-Tawil.Nonlinear Analysis of Steel-Concrete Composite Structures:State of the Art.Journal of Struc-tural Engineering,2004(2):159-168
10陈忠汉,胡夏闽.组合结构设计.北京:中国建筑工业出版社,2002
11 Xiao Yan,He Wenhui,Choi Kang-Kyu.Confined Concrete-Filled Tubular Columns.Journal of Structural Engineering,2005(5):488-497
12赵鸿铁.钢与混凝土组合结构.北京:科学出版社,2001
13赵西安.高层建筑设计:[硕士学位论文].北京:中国建筑科学研究院,1995
14钟善桐.钢-混凝土组合结构在我国的研究与应用.钢结构,2000,15(4):41-46
15 Peter H.Bischoff.Reevaluation of Deflection Prediction for Con-crete Beams Reinforced with Steel and Fiber Reinforced PolymerBars.Journal of Structural Engineering,2005(5):752-767
16上海长福结构设计事务所.钢管混凝土结构在高层住宅中的应用与探讨.建筑门窗与金属建材,2003(1):5-8
17钟新谷,舒小娟.钢-混凝土组合梁正截面承载力的初步研究.土木工程学报,2002,35(6):73-78
18范旭红,石启印,马波.钢-混凝土组合梁的研究与展望.江苏大学学报,2004,25(1):89-92
19范旭红,石启印.结构地震反应分析的状态空间法.江苏大学学报,2003,24(4):74-77
20钟建海.复杂截面型钢-混凝土组合柱的设计与分析:[硕士学位论文].杭州:浙江大学,2003
21胡儒明,庄一舟,谢醒悔.预应力组合结构设计及应用研究.冶金丛刊,2002(3):9-13
22陈联盟,庄一舟.预应力钢管混凝土组合结构受弯构件弹塑性计算分析及应用.工业建筑,2004,34(2):56-59
23卿桂萍,卿华,郭为龙.低多层轻型钢结构住宅的设计与应用.江汉石油职工大学学报,2004,17(4):41-43
24李俊华,赵鸿铁,薛建阳,等.型钢高强混凝土柱若干问题的探讨.西安建筑科技大学学报,2004,3(1):43-47
25赵鸿铁,杨勇,薛建阳,等.型钢混凝土粘结滑移力学性能研究及基本问题.力学进展,2003,33(1):74-86
26 Bryson J O,Mathey R G.Surface Condition Effect on BondStrength of Steel Beams in Concrete.Journal of ACI,1962,59(3):397-406
27 Roeder C W,Robert C.Shear Connector Requirements for Em-bedded Steel Sections.Journal of Structural Engineering,ASCE,1999,125(2):142-151
28舒小娟,钟新谷,沈明燕.差分法计算钢箱-混凝土组合梁的纯扭转刚度及剪应力.南方冶金学院学报,2003,24(5):77-81
29范涛.浅述型钢混凝土结构的特点及应用.四川建筑科学研究,2004,30(4):38-39
30毛小勇,肖岩.一种新型钢-混凝土组合板承载力的试验研究.湖南大学学报,2004,31(2):74-79
31刘凯.型钢混凝土组合结构在贵阳的工程中的设计及探讨:[硕士学位论文].天津:天津大学,2003
32 Chen S F,Teng J G,Chan S L.Design of Biaxially Loaded ShortComposite Columns of Arbitrary Section.Journal of Structural En-gineering,ASCE,2001,127(6):678-685
33 Walter P.Moore.Composite Design Provisions 2005 AISC Speci-fication for Steel Buildings.Journal of Structures,2005:1-4
34 JGJ 3-2002高层建筑混凝土结构技术规程.
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