Application of residue theorem in cross-correlation coefficients on multi-support and multi-component response spectrum method

被引:0
作者
Zhao P. [1 ,2 ]
Ye C. [1 ,2 ]
Liu F. [1 ,2 ]
Zhang Q. [1 ,2 ]
Zhang G. [1 ,2 ]
机构
[1] National Engineering Research Center of Building Technology, Beijing
[2] China Academy of Building Research, Beijing
来源
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2022年 / 43卷 / 06期
基金
英国医学研究理事会;
关键词
Cross-correlation coefficient; Multi-component and multi-support; Residue theorem; Response spectrum method; Spatial correlation;
D O I
10.14006/j.jzjgxb.2021.0088
中图分类号
学科分类号
摘要
Based on current research, in order to avoid the complicated integral calculation in getting the accurate value of cross-correlation coefficients of multi-component and multi-support response spectrum method, residue theorem was applied to this issue so that the representation of the formulas can be transformed to efficient analytical expression. The analytical formulas of cross-correlation coefficients considering multi-component and multi-support seismic excitations can take the factors of the response coupling dynamic and static component, incoherence effect and cross directions as well as wave passage effect into account. The analytical formulas are equivalent to integral expression. Meanwhile, this transformation leads to 100 times increase of efficiency at least which leads to a great advantage of the response spectrum method compared to the time history analysis method and makes it possible to achieve multi-component and multi-support response spectrum method by current structural design software. Based on the current code, two simplified methods which are more efficient were proposed. With the response spectrum method under multi-component and multi-support seismic excitations, structural response characteristics of a high-speed railway station were discussed. Compared with the result from time history analysis, the accuracy of the method can be verified. Meanwhile, the efficiency of the response spectrum method is much higher. © 2022, Editorial Office of Journal of Building Structures. All right reserved.
引用
收藏
页码:294 / 302
页数:8
相关论文
共 20 条
[1]  
OU Jinping, WANG Guangyuan, Random vibration of structures, pp. 99-130, (1998)
[2]  
KIUREGHIAN A D., On response of structures to stationary excitation: UCB/EERC-79/32, (1979)
[3]  
KIUREGHIAN A D, NEUENHOFER A., Response spectrum method for multi-support seismic excitations, Earthquake Engineering & Structural Dynamics, 21, 8, pp. 713-740, (1992)
[4]  
LI Hongnan, Theoretical analysis and design of structures to multiple earthquake excitations, pp. 168-170, (2006)
[5]  
XUE Suduo, CAO Zi, WANG Xuesheng, Et al., Random analysis method for lattice shells under multiple earthquake excitations, Spatial Structures, 8, 1, pp. 44-51, (2002)
[6]  
QUAN Wei, Studies on seismic analysis of large-span bridges subjected to multi-component and multi-support earthquake excitations, pp. 57-75, (2008)
[7]  
ZHAO Pengfei, YE Changjie, LIU Feng, Research on multi-support and multi-component response spectrum considering multi-coupling effect, Journal of Building Structures, 41, 5, pp. 190-197, (2020)
[8]  
CLOUGH R W, PENZIEN J, GRIFFIN D S., Dynamics of structures, pp. 679-689, (1993)
[9]  
LIANG Kunmiao, Methods of mathematical physics, pp. 51-52, (2010)
[10]  
BAO Gejun, XING Yuming, GAI Yunying, Complex function & integral transform, pp. 157-158, (2013)