以钢管砼为核心的高强砼柱的设计方法研究
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摘要
本文在以钢管混凝土为核心的高强混凝土柱(钢管高强混凝土核心柱)的抗震性能的试验基础上，分别基于钢筋混凝土构件的规范计算方法和叠加法两种思路讨论了核心柱的正截面强度计算，并用条带有限元方法模拟了核心柱的弯矩——轴力相关曲线，与试验结果符合较好。从确保满足抗震所需要的位移延性这一条件出发，提出了核心柱轴压比和轴压力限值系数的建议值。在论文的最后，探索应用人工神经网络对核心柱的力学性能进行评估的可能性，利用该柱抗震性能试验的结果，训练一个三层BP网络，进行了柱抗震延性的预报，预报值和试验值吻合良好。
On the basis of earthquake-resistant behavior experiments of high strength concrete column reinforced with concrete filled steel tube, two methods for calculating flexural strength of the column, one is based upon the method in building code for calculating the flexural strength of reinforced concrete member while the other is based upon the method of superposition, are discussed, and the moment梐xial load relationship is also analyzed using finite element method. The results are in good agreement with the experimental ones. According to the test results, the limited values of axial compression ratio and limited values of axial force for high strength concrete column reinforced with concrete filled steel tube are proposed based on the condition of displacement ductility needed for earthquake-resistance. In the final part of the paper, the feasibility of applying neural networks to evaluate the performance of the columns is investigated. A three-layer back-propagation network is trained using the earthquake-resistant behavior experimental data of the columns to predict the ductility of the columns. The predicted results agree well with the test results.
On the basis of earthquake-resistant behavior experiments of high strength concrete column reinforced with concrete filled steel tube, two methods for calculating flexural strength of the column, one is based upon the method in building code for calculating the flexural strength of reinforced concrete member while the other is based upon the method of superposition, are discussed, and the moment梐xial load relationship is also analyzed using finite element method. The results are in good agreement with the experimental ones. According to the test results, the limited values of axial compression ratio and limited values of axial force for high strength concrete column reinforced with concrete filled steel tube are proposed based on the condition of displacement ductility needed for earthquake-resistance. In the final part of the paper, the feasibility of applying neural networks to evaluate the performance of the columns is investigated. A three-layer back-propagation network is trained using the earthquake-resistant behavior experimental data of the columns to predict the ductility of the columns. The predicted results agree well with the test results.
引文
1．陈肇元，朱金铨，吴佩刚．高强混凝土及其应用．清华大学出版社．1992
2．高强与高性能委员会．高强混凝土工程应用．清华大学出版社．1998．10
3．候长欣．高强钢筋混凝土压弯构件抗震性能的试验研究：[学位论文]．北京：清华大学土木工程系．1993
4．谢涛．高强混凝土柱抗震性能的试验研究：[学位论文]．北京：清华大学土木工程系．1997
5．高强与高性能委员会．高强与高性能混凝土及其应用第三届学术讨论会文集．济南．1998
6. Hajjar J.F. and Gurley B.C. Representation of Concrete-Filled Tubes. Journal of Structural Engineering, ASCE, 1996, Vol. 123(6): 736～744
7. Charles W. Roeder and Colin B. Brown. Composite Action in Concrete Filled Tubes. Journal of Structural Engineering. 1999, Vol. 125(5): 477～484
8．钟善桐．高层钢管混凝土结构，黑龙江科学技术出版社．1999
9．梅村魁，大泽胖监修．劲性钢筋混凝土结构抗震设计．中国建筑科学研究院译．1988
10．冶金工业部北京建筑研究总院．钢骨混凝土结构设计规程．北京：冶金工业出版社，1998．
11．张德娟．以钢管混凝土为核心的高强混凝土柱的试验研究：[学位论文]．大连：大连理工大学土木工程系，1995．
12．赵国藩，张德娟，黄承逵．钢管混凝土增强高强混凝土柱的抗震性能研究．大连理工大学学报，1996,36(6)：759～766
13. European Convention for Constructional Steelwork, Composite Structures, The Construction Press, 1981.
14. A K Basu and W Sommerville, Derivation of Formulae for the Design of Rectangular Composite Columns, Proceedings of the Institution of Civil Engineers Supplementary Volume, Paper 7206S, 1969.
15. K S Virdi and P J Dowling, A Unified Design Method for Composite Columns, ISBSE Publications, Volume 36-Ⅱ, Zurich, 1976.
16．冶金部建筑研究总院译，苏联劲性钢筋混凝土设计指南 СИ 3-78，1983．
17. Standard for structural Calculation of Steel-Reinforced Concrete Structure. 4th ed. Tokyo: Architectural Institute of Japen, 1987.
18．混凝土结构设计规范(GBJ10—89)．北京：中国建筑工业出版社，1989．
19．高强混凝土结构技术规程(CECS104：99)．
20．叶列平，方鄂华．钢骨混凝土构件正截面承载力计算．建筑结构，1999,(8)：56～60
21．钢结构设计规范(GBJ17—88)．北京：中国计划出版社，1989．
22．沈在康．混凝土结构设计新规范应用讲评．北京：中国建筑工业出版社，1993．
23．韩林海，钟善桐．钢管混凝土力学．大连：大连理工大学出版社，1996．
24．韩林海．钢管混凝土结构．北京：科学出版社，2000．
25．李向民，张誉，陈宗墚．高层建筑框架柱轴压比限值的讨论．结构工程师，1999,(1)．
26．肖建庄，朱伯龙．钢筋混凝土框架柱轴压比限值试验研究．建筑结构学报，1999,(10)．
27．程文穰，李爱群，张晓峰，吴亦君．钢筋混凝土柱的轴压比限值．建筑结构学报，1994(6)．
28．叶列平，方鄂华等．钢骨混凝土轴压力限值．建筑结构学报，1997(10)．
29．程文穰，陈忠范等．钢骨混凝土柱轴压比限值的试验研究．建筑结构学报，1999(4)．
30．中国建筑科学研究院抗震研究所：工业与民用建筑抗震验算与构造措施(1986年设计规范背景资料条文说明)，1986．
31．陈明．神经网络模型．大连：大连理工大学出版社，1995．
32．吴简彤，王建华．神经网络技术及应用．哈尔滨：哈尔滨船舶工程学院出版社，1998．
33．李学桥，马莉．神经网络工程应用．重庆：重庆大学出版社，1998．
34．杨建刚．人工神经网络实用教程．杭州：浙江大学出版社，2001．
35．姜绍飞．外包钢组合结构的力学性能与神经网络方法的应用：[学位论文]．沈阳：东北大学，1996．
36. Adeli and C.Yeh. Perceptron learning in engineering design. Microcomputers in Civil Engineering, 4(4): 247-256 (1989).
37. J.Ghaboussi. Knowledge-based modeling of material behavior with neural networks. Journal of Engineering Mechanics, Vol. 117, No. 1(1991).
38. P. Hajela. Neurobilogical computational models in structural analysis and design. Computers & Structures, Vol.41, No. 4:657-667(1991).
39. X. Wu. Use of neural network in detection of structural damage. Computers & Structures, Vol. 42, No. 4: 649-659(1992).
40. Jamshid Ghaboussi. Active control of structures using neural networks. Journal of Engineering Mechanics, Vol. 121, No. 4: 555-566(1995).
41．程卫国．MATLAB5.3应用指南．北京：人民邮电出版社，1999．
2．高强与高性能委员会．高强混凝土工程应用．清华大学出版社．1998．10
3．候长欣．高强钢筋混凝土压弯构件抗震性能的试验研究：[学位论文]．北京：清华大学土木工程系．1993
4．谢涛．高强混凝土柱抗震性能的试验研究：[学位论文]．北京：清华大学土木工程系．1997
5．高强与高性能委员会．高强与高性能混凝土及其应用第三届学术讨论会文集．济南．1998
6. Hajjar J.F. and Gurley B.C. Representation of Concrete-Filled Tubes. Journal of Structural Engineering, ASCE, 1996, Vol. 123(6): 736～744
7. Charles W. Roeder and Colin B. Brown. Composite Action in Concrete Filled Tubes. Journal of Structural Engineering. 1999, Vol. 125(5): 477～484
8．钟善桐．高层钢管混凝土结构，黑龙江科学技术出版社．1999
9．梅村魁，大泽胖监修．劲性钢筋混凝土结构抗震设计．中国建筑科学研究院译．1988
10．冶金工业部北京建筑研究总院．钢骨混凝土结构设计规程．北京：冶金工业出版社，1998．
11．张德娟．以钢管混凝土为核心的高强混凝土柱的试验研究：[学位论文]．大连：大连理工大学土木工程系，1995．
12．赵国藩，张德娟，黄承逵．钢管混凝土增强高强混凝土柱的抗震性能研究．大连理工大学学报，1996,36(6)：759～766
13. European Convention for Constructional Steelwork, Composite Structures, The Construction Press, 1981.
14. A K Basu and W Sommerville, Derivation of Formulae for the Design of Rectangular Composite Columns, Proceedings of the Institution of Civil Engineers Supplementary Volume, Paper 7206S, 1969.
15. K S Virdi and P J Dowling, A Unified Design Method for Composite Columns, ISBSE Publications, Volume 36-Ⅱ, Zurich, 1976.
16．冶金部建筑研究总院译，苏联劲性钢筋混凝土设计指南 СИ 3-78，1983．
17. Standard for structural Calculation of Steel-Reinforced Concrete Structure. 4th ed. Tokyo: Architectural Institute of Japen, 1987.
18．混凝土结构设计规范(GBJ10—89)．北京：中国建筑工业出版社，1989．
19．高强混凝土结构技术规程(CECS104：99)．
20．叶列平，方鄂华．钢骨混凝土构件正截面承载力计算．建筑结构，1999,(8)：56～60
21．钢结构设计规范(GBJ17—88)．北京：中国计划出版社，1989．
22．沈在康．混凝土结构设计新规范应用讲评．北京：中国建筑工业出版社，1993．
23．韩林海，钟善桐．钢管混凝土力学．大连：大连理工大学出版社，1996．
24．韩林海．钢管混凝土结构．北京：科学出版社，2000．
25．李向民，张誉，陈宗墚．高层建筑框架柱轴压比限值的讨论．结构工程师，1999,(1)．
26．肖建庄，朱伯龙．钢筋混凝土框架柱轴压比限值试验研究．建筑结构学报，1999,(10)．
27．程文穰，李爱群，张晓峰，吴亦君．钢筋混凝土柱的轴压比限值．建筑结构学报，1994(6)．
28．叶列平，方鄂华等．钢骨混凝土轴压力限值．建筑结构学报，1997(10)．
29．程文穰，陈忠范等．钢骨混凝土柱轴压比限值的试验研究．建筑结构学报，1999(4)．
30．中国建筑科学研究院抗震研究所：工业与民用建筑抗震验算与构造措施(1986年设计规范背景资料条文说明)，1986．
31．陈明．神经网络模型．大连：大连理工大学出版社，1995．
32．吴简彤，王建华．神经网络技术及应用．哈尔滨：哈尔滨船舶工程学院出版社，1998．
33．李学桥，马莉．神经网络工程应用．重庆：重庆大学出版社，1998．
34．杨建刚．人工神经网络实用教程．杭州：浙江大学出版社，2001．
35．姜绍飞．外包钢组合结构的力学性能与神经网络方法的应用：[学位论文]．沈阳：东北大学，1996．
36. Adeli and C.Yeh. Perceptron learning in engineering design. Microcomputers in Civil Engineering, 4(4): 247-256 (1989).
37. J.Ghaboussi. Knowledge-based modeling of material behavior with neural networks. Journal of Engineering Mechanics, Vol. 117, No. 1(1991).
38. P. Hajela. Neurobilogical computational models in structural analysis and design. Computers & Structures, Vol.41, No. 4:657-667(1991).
39. X. Wu. Use of neural network in detection of structural damage. Computers & Structures, Vol. 42, No. 4: 649-659(1992).
40. Jamshid Ghaboussi. Active control of structures using neural networks. Journal of Engineering Mechanics, Vol. 121, No. 4: 555-566(1995).
41．程卫国．MATLAB5.3应用指南．北京：人民邮电出版社，1999．