全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

楼板谱研究述评

, PP. 7-13

Keywords: 主附结构系统,动力特性,楼板谱,多维地震动

Full-Text   Cite this paper   Add to My Lib

Abstract:

介绍了楼板谱方法的发展与研究现状。详细阐述了主附结构系统的相互作用、调谐、非经典阻尼、多点支撑等动力特性问题,分别介绍了传统楼板谱与新型楼板谱以及多维地震动下楼板谱的研究方法,给出了有待进一步研究的课题。

References

[1]  韩淼,王亮.考虑耦联影响的二次结构体系减震分析[J].世界地震工程,2005,21(1):42-46.
[2]  Kiureghian A D,Sackman J L,and Nour-Omid B.Dynamic analysis of light equipment in structures:response to stochastic input[J].Journal of the Engineering Mechanics Division,ASCE,1983,109(1):90-110.
[3]  Igusa T,Kiureghian A D.Generation of floor response spectra including oscillator-structure interaction[J].Earthquake Engineering and Structural Dynamics,1985,13(5):661-676.
[4]  Gupta A K,Jaw J.Complex modal properties of coupled moderately light equipment-structure systems[J].Nuclear Engineering and Design,1986,91(2):171-178.
[5]  Gupta A K,Jaw J.Coupled response spectrum analysis of secondary systems using uncoupled modal properties[J].Nuclear Engineering and Design,1986,92(1):61-68.
[6]  Suarez L E,Singh M P.Floor response spectra with structure-equipment interaction effects by a mode synthesis approach[J].Earthquake Engineering and Structural Dynamics,1987,15(2):141-158.
[7]  张建霖,杨智春.随机输入条件下的楼层反应谱分析[J].西北工业大学学报,2003,21(6):650-653.
[8]  Suarez L E,Singh M P.Seismic response of equipment-structure systems[J].Journal of the Engineering Mechanics Division,ASCE,1987,113(1):16-30.
[9]  Singh M P,Suarez L E.Seismic response of equipment-structure systems with non-classically damping effects[J].Earthquake Engineering and Structural Dynamics,1987,15(7):871-888.
[10]  Singh M P,Suarez L E.A perturbation analysis of structure-equipment systems[J].Nuclear Engineering and Design,1986,97 (2):167-186.
[11]  Suarez L E,Singh M P.Perturbed complex eigenproperties of classically damped primary structure and equipment systems[J].Sound Vibration,1987,116(2):199-219.
[12]  Suarez L E,Singh M P.Eigenproperties of non-classically damped primary structure and equipment systems by a perturbation approach[J].Earthquake Engineering and Structural Dynamics,1987,15(5):565-583.
[13]  Singh M P.Seismic response by SRSS for nonproportional damping[J].Journal of the Engineering Mechanics Division,ASCE,1980,106(6):1405-1419.
[14]  Singh M P,Ghafory-Ashtiany M.Structural response under multicomponent earthquakes[J].Journal of the Engineering Mechanics Division,ASCE,1984,110(5):761-775.
[15]  Igusa T,Kieureghian A D and Sackman J L.Modal decomposition method for stationary response of nonclassically damped systems[J].Earth quake Engineering and Structural Dynamics,1984,12(1):121-136.
[16]  Singh M P,Ghafory-Ashtiany M.Modal time history analysis of non-classically damped structures for seismic motions[J].Earthquake Engineering and Structural Dynamics,1986,14(1):133-146.
[17]  Clough RW,Mojtahedi S.Earthquake response analysis considering non-proportional damping[J].Earthquake Engineering and Structural Dynamics,1976,4(5):489-496.
[18]  Gupta A K,Jaw J.Seismic response of nonclassically damped systems[J].Nuclear Engineering and Design,1986,91(2):153-159.
[19]  Gupta A K,Jaw J.Response spectrum method for nonclassically damped systems[J].Nuclear Engineering and Design,1986,91 (2):161-169.
[20]  闫维明,刘季,周永程.非经典振型反应组合及非经典反应谱[J].哈尔滨建筑大学学报,1996,29(3):6-11.
[21]  周锡元,董娣,苏幼坡.非正交阻尼线性振动系统的复振型地震响应叠加分析方法[J].土木工程学报,2003,36(5):30-45.
[22]  郑兆基,任革学.大型非经典阻尼系统的动态解耦方法[J].力学学报,1996,28(4):468-474.
[23]  Asfura,Kiureghian A D.A new floor response spectrum method for seismic analysis of multiply supported secondary system[R].Report No.UBC/EERC 84/04,EERC,UCB,June,1984
[24]  Lee M,Penzien J.Stochastic analysis of structures and piping systems subjected to stationary multiple support excitations[J].Earthquake Engineering and Structural Dynamics,1983,11 (1):91-110.
[25]  Asfura,Kiureghian A D.Floor response spectrum method for seismic analysis of multiply supported secondary systems[J].Earthquake Engineering and Structural Dynamics,1986,14(2):245-265.
[26]  Gupta A K,Jaw J.A new instructure response spectrum (IRS) method for multiply connected secondary systems with coupling effects[J].Nuclear Engineering and Design,1986,96(1):63-80.
[27]  Viti G,Olivieri M,Travi S.Development of nonlinear floor response spectra[J].Nuclear Engineering and Design,1981,64 (1):33-38.
[28]  Newmark N M,HallW J.Earthquake spectra and design[M].Berkeley:EERI,1982.
[29]  李宏男主编.建筑抗震设计原理[M].北京:中国建筑工业出版社,1996.
[30]  韩淼,秦丽.多点连接二次结构地震响应的研究方法[J].北京建筑工程学院学报,2003,19(4):13-17.
[31]  GB50267-97,核电站抗震设计规范[S].中国国家地震局,1997.
[32]  秦权,李瑛.抗震用楼面谱[A].第五届高层建筑抗震技术交流会论文集[C],浙江桐庐,1995.
[33]  U.S.Nuclear Regulatory Commission.Regulatory Guide[M],Revision 1.122,1978.
[34]  ASCE.Structural analysis and design of nuclear plant facilities[R].Manuals and Reports on Engineering Practice,NO.58,1980.
[35]  Sackman J L and Kelly J M.Seismic analysis of internal equipment and components in structures[J].Engineering Structures,1979,1 (4):179-190.
[36]  Sackman J L,Kiureghian A D and Nour-Omid B.Dynamic analysis of light equipment in structures:modal properties of the combined system[J].Journal of the Engineering Mechanics Division,ASCE,1983,109(1):73-89.
[37]  Saudy A G,Aziz T S.A modified CCFS approach for the seismic analysis of multiply supported MDOF secondary systems[J].Nuclear Engineering and Design,1992,133(2):183-197.
[38]  秦权,李瑛.非结构构件和设备的抗震设计楼面谱[J].清华大学学报(自然科学版),1997,37(6):82-86.
[39]  韩淼,秦丽.连接区独立的多点支撑二次结构抗震分析[J].世界地震工程,2004,20(4):52-58.
[40]  Kawakatsu T,Kitada K,Takemory T,Kuwabara Y,et al.Floor response spectra considering elasto-plastic behavior of nuclear facilities[R].Trans.5th Int.Conf.on Struc.Mech.In ReactorTechnol[C].K9/4.Berlin,Aug,1979.
[41]  Lin J,Mahin S A.Seismic response of light subsystems on inelastic structures[J].Journal of the Structural Engineering Division,ASCE,1985,111(2):400-417.
[42]  Viliaverde R.Simplified approach for the seismic analysis of equipment attached to elastoplastic structures[J].Nuclear Engineering and Design,1987,103(3):267-279.
[43]  汪嘉春,傅激扬,才中来.试验堆主厂房楼板谱计算与比较[J].核动力工程,2001,22(4):308-312.
[44]  荣峰,丁阳,李立津.核反应堆工程地基-结构相互作用与楼层反应谱分析[D].天津:天津大学建筑工程学院,2003.
[45]  李忠献,陈岩,梁万顺,等.核电厂结构的楼层反应谱分析[J].福州大学学报,2005,33(增刊):62-67.
[46]  李忠献,李忠诚,沈望霞.核反应堆厂房结构楼层反应谱的敏感性分析[J].核动力工程,2005,26(1):44-50.
[47]  李宏男.结构多维抗震理论与设计方法[M].北京:科学出版社,1998.
[48]  Yang Y,Huang W.Seismic response of light equipment in torsional buildings[J].Earthquake Engineering and Structural Dynamics,1993,22(2):113-128.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133