直接基于位移的抗震设计方法的研究
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摘要
系统介绍了直接基于位移的抗震设计方法,通过比较直接基于位移的设计方法与我国现行规范采用的基于力的设计方法的差别,指出直接基于位移的抗震设计方法能在预计的结构形态和计算的结构反应之间建立关系,是一种有广泛发展前景的抗震设计方法。
The displacement-based aseismic design method is introduced in this paper. By comparing this method with the force-based method which is applied to the standards of our country, it is pointed out that the former can relate anticipated structural shape with response of structure calculated and is a promiseful aseismic design method.
The displacement-based aseismic design method is introduced in this paper. By comparing this method with the force-based method which is applied to the standards of our country, it is pointed out that the former can relate anticipated structural shape with response of structure calculated and is a promiseful aseismic design method.
引文
[1]刘有军,周建民.基于位移的RC框架结构抗震设计研究[J].结构工程师,2003,(3):1-6.
[2]吴波,李艺华.直接基于位移可靠度的有效结构抗震设计(Ⅰ:现役钢筋混凝土框架结构薄弱层的层间位移可靠度水平)[R].(国家自然科学基金“九五”重大项目专题年度研究报告-7.3专题).2001:47-57.
[3]吴波,李艺华.直接基于位移可靠度的抗震设计方法中目标位移代表值的确定[J].地震工程与工程振动,2002,22(6):44-51.
[4]罗文斌,钱稼茹.基于位移的RC框架结构抗震设计研究[J].土木工程学报,2003,36(5):22-29.
[5]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11.
[6]M.Kowalsky.Displacement-based design-a methodology for seismic design applied to RC bridge columns.Master’s Thesis[J].University of California at San Diego.1994
[7]T.Takeda,M.A.Sozen,N.N.Nielson.Reinforced concrete response to simulated earthquakes[J].Journal of Structural Division.1970,96(12):2557-2573.
[8]T.Paulay.The displacement capacity of reinforced concrete coupled walls[J].Engineering Structures.2002,24(4):1165-1175.
[9]T.Paulay.An estimation of displacement limits for ductile systems[J].Earthquake Engineering and Structural Dynamics.2002,31(10):583-599.
[10]A.Shibata,M.Sozen.Substitute-structure method for seismic design in R/C[J].Journal of the Structural Division.1976,102(1):1-18.
[11]ICBO.Uniform Building Code.International Conference of Building Officials[S].1997.
[2]吴波,李艺华.直接基于位移可靠度的有效结构抗震设计(Ⅰ:现役钢筋混凝土框架结构薄弱层的层间位移可靠度水平)[R].(国家自然科学基金“九五”重大项目专题年度研究报告-7.3专题).2001:47-57.
[3]吴波,李艺华.直接基于位移可靠度的抗震设计方法中目标位移代表值的确定[J].地震工程与工程振动,2002,22(6):44-51.
[4]罗文斌,钱稼茹.基于位移的RC框架结构抗震设计研究[J].土木工程学报,2003,36(5):22-29.
[5]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11.
[6]M.Kowalsky.Displacement-based design-a methodology for seismic design applied to RC bridge columns.Master’s Thesis[J].University of California at San Diego.1994
[7]T.Takeda,M.A.Sozen,N.N.Nielson.Reinforced concrete response to simulated earthquakes[J].Journal of Structural Division.1970,96(12):2557-2573.
[8]T.Paulay.The displacement capacity of reinforced concrete coupled walls[J].Engineering Structures.2002,24(4):1165-1175.
[9]T.Paulay.An estimation of displacement limits for ductile systems[J].Earthquake Engineering and Structural Dynamics.2002,31(10):583-599.
[10]A.Shibata,M.Sozen.Substitute-structure method for seismic design in R/C[J].Journal of the Structural Division.1976,102(1):1-18.
[11]ICBO.Uniform Building Code.International Conference of Building Officials[S].1997.
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