建筑减震结构分析的层间剪力校准系数法
引用文献：
郭侯佐 苏成 冼剑华 黄志坚. 建筑减震结构分析的层间剪力校准系数法[J]. 建筑结构，2023，48（06）：106-113.
GUO Houzuo SU Cheng XIAN Jianhua HUANG Zhijian. Interstorey shear force calibration method for seismic analysis of energy-dissipation building structures[J]. Building Structure，2023,48（06）：106-113.
摘要：我国《建筑抗震设计规范》(GB 50011—2010)推荐采用考虑附加阻尼比和附加刚度的振型分解反应谱法进行建筑减震结构地震作用效应分析。但附加阻尼比和附加刚度的确定存在近似性，亟待发展高效准确的减震结构分析方法。以减震结构为研究对象，建立了减震结构地震响应的时域显式表达式，实现了非线性减震装置恢复力(阻尼力)的快速迭代计算。结合蒙特卡罗模拟，通过地震响应平均峰值的计算获得了统计上准确的结构层间剪力，并将其与规范反应谱法得到的层间剪力进行对比，进而获得了各楼层的层间剪力校准系数，采用该校准系数对规范反应谱法计算得到的各楼层构件内力进行了调整。最后，针对三个建筑减震结构，分别采用层间剪力校准系数法和规范反应谱法进行地震响应分析，验证了层间剪力校准系数法在减震结构地震作用效应计算方面的高效性和准确性。
关键词：减震结构；减震分析；非线性；时域显式随机模拟法；层间剪力校准系数法；
基金：国家自然科学基金项目(51678252)；广东省现代土木工程技术重点实验室项目(2021B1212040003)。
尊敬的用户，本篇文章需要2元，点击支付交费后阅读
限时优惠福利：领取VIP会员
全年期刊、会议视频
全部免费！培训视频打折！
全年期刊、会议视频
全部免费！培训视频打折！
参考文献[1] 建筑抗震设计规范：GB 50011—2010[S].2016年版.北京：中国建筑工业出版社，2016.
[2] 建筑消能减震技术规程：JGJ 297—2013[S].北京：中国建筑工业出版社，2013.
[3] 巫振弘，薛彦涛，王翠坤，等.多遇地震作用下消能减震结构附加阻尼比计算方法[J].建筑结构学报，2013,34(12):19-25.
[4] 周云，区彤，徐昕，等.基于应变能法的附加有效阻尼比时变计算方法研究[J].建筑结构，2019,49(11):103-108.
[5] 周云，商城豪.基于功率的附加有效阻尼比计算方法研究[J].建筑结构，2019,49(11):109-114.
[6] DI PAOLA M,NAVARRA G.Stochastic seismic analysis of MDOF structures with nonlinear viscous dampers[J].Structural Control and Health Monitoring,2009,16(3):303-318.
[7] 孙广俊，李爱群.安装粘滞阻尼消能支撑结构随机地震反应分析[J].振动与冲击，2009,28(10):117-121,229.
[8] 孙广俊，李爱群.粘滞阻尼减震结构抗震可靠度简化分析[J].防灾减灾工程学报，2010,30(S1):50-57.
[9] 李杰，陈建兵.随机动力系统中的概率密度演化方程及其研究进展[J].力学进展，2010,40(2):170-188.
[10] 黄志坚，苏成，谭平，等.建筑隔震结构地震响应计算的层间剪力校准系数法[J].建筑结构学报，2020,41(8):58-67.
[11] SU C,HUANG Z J,XIAN J H.A modified response spectrum method based on uniform probability spectrum[J].Bulletin of Earthquake Engineering,2019,17(2):657-680.
[12] WEN Y K.Method for random vibration of hysteretic systems[J].Journal of the Engineering Mechanics Division,1976,102(2):249-263.
[13] LIN W H,CHOPRA A K.Earthquake response of elastic SDF systems with non-linear fluid viscous dampers[J].Earthquake Engineering & Structural Dynamics,2002,31(9):1623-1642.
[14] 苏成，黄志坚，刘小璐.高层建筑地震作用计算的时域显式随机模拟法[J].建筑结构学报，2015,36(1):13-22.
[15] SU C,LIU X L,LI B M,et al.Inelastic response analysis of bridges subjected to non-stationary seismic excitations by efficient MCS based on explicit time-domain method[J].Nonlinear Dynamics,2018,94(3):2097-2114.
[16] SU C,LI B M,CHEN T C,et al.Stochastic optimal design of nonlinear viscous dampers for large-scale structures subjected to non-stationary seismic excitations based on dimension-reduced explicit method[J].Engineering Structures,2018,175:217-230.
[17] SCHUËLLER G I,PRADLWARTER H J.Uncertainty analysis of complex structural systems[J].International Journal for Numerical Methods in Engineering,2009,80(6-7):881-913.
[2] 建筑消能减震技术规程：JGJ 297—2013[S].北京：中国建筑工业出版社，2013.
[3] 巫振弘，薛彦涛，王翠坤，等.多遇地震作用下消能减震结构附加阻尼比计算方法[J].建筑结构学报，2013,34(12):19-25.
[4] 周云，区彤，徐昕，等.基于应变能法的附加有效阻尼比时变计算方法研究[J].建筑结构，2019,49(11):103-108.
[5] 周云，商城豪.基于功率的附加有效阻尼比计算方法研究[J].建筑结构，2019,49(11):109-114.
[6] DI PAOLA M,NAVARRA G.Stochastic seismic analysis of MDOF structures with nonlinear viscous dampers[J].Structural Control and Health Monitoring,2009,16(3):303-318.
[7] 孙广俊，李爱群.安装粘滞阻尼消能支撑结构随机地震反应分析[J].振动与冲击，2009,28(10):117-121,229.
[8] 孙广俊，李爱群.粘滞阻尼减震结构抗震可靠度简化分析[J].防灾减灾工程学报，2010,30(S1):50-57.
[9] 李杰，陈建兵.随机动力系统中的概率密度演化方程及其研究进展[J].力学进展，2010,40(2):170-188.
[10] 黄志坚，苏成，谭平，等.建筑隔震结构地震响应计算的层间剪力校准系数法[J].建筑结构学报，2020,41(8):58-67.
[11] SU C,HUANG Z J,XIAN J H.A modified response spectrum method based on uniform probability spectrum[J].Bulletin of Earthquake Engineering,2019,17(2):657-680.
[12] WEN Y K.Method for random vibration of hysteretic systems[J].Journal of the Engineering Mechanics Division,1976,102(2):249-263.
[13] LIN W H,CHOPRA A K.Earthquake response of elastic SDF systems with non-linear fluid viscous dampers[J].Earthquake Engineering & Structural Dynamics,2002,31(9):1623-1642.
[14] 苏成，黄志坚，刘小璐.高层建筑地震作用计算的时域显式随机模拟法[J].建筑结构学报，2015,36(1):13-22.
[15] SU C,LIU X L,LI B M,et al.Inelastic response analysis of bridges subjected to non-stationary seismic excitations by efficient MCS based on explicit time-domain method[J].Nonlinear Dynamics,2018,94(3):2097-2114.
[16] SU C,LI B M,CHEN T C,et al.Stochastic optimal design of nonlinear viscous dampers for large-scale structures subjected to non-stationary seismic excitations based on dimension-reduced explicit method[J].Engineering Structures,2018,175:217-230.
[17] SCHUËLLER G I,PRADLWARTER H J.Uncertainty analysis of complex structural systems[J].International Journal for Numerical Methods in Engineering,2009,80(6-7):881-913.
Interstorey shear force calibration method for seismic analysis of energy-dissipation building structures
Abstract: The mode-superposition response spectrum method with considering additional damping ratio and additional stiffness was recommended by the Chinese Code for seismic design of buildings(GB 50011—2010) to carry out the seismic response analysis of energy-dissipation building structures. However, there exists approximation in the determination of additional damping ratio and additional stiffness, and it is urgent to develop an efficient and accurate analysis method for energy-dissipation structures. The energy-dissipation structures were taken as the research object, and the explicit expressions of seismic responses of energy-dissipation structures were established, which realizes the fast iterative calculation of restoring force(damping force) of nonlinear damping device. Combined with the Monte Carlo simulation, through calculating the average peak value of seismic response, the statistically accurate interstorey shear forces of the structure were obtained and compared with the results of code response spectrum method, and the interstorey shear force calibration coefficients were obtained. The internal forces of each floor member calculated by the code response spectrum method were adjusted by using the interstorey shear force calibration coefficients. Finally, for the three energy-dissipation structures, seismic response analyses were conducted by using the interstorey shear force calibration method and the code response spectrum method respectively, and the efficiency and accuracy of the interstorey shear force calibration method for seismic mitigation analysis of building structures were verified.
Keywords: energy-dissipation structure; seismic mitigation analysis; nonlinear; explicit time-domain method; interstorey shear force calibration method
539
0
0