基线校正1——高通滤波法

基线校正2——消除多项式趋势法

基线校正3——目标基线调整法

地震波截断

对截断地震波的基线校正——消除加速度趋势法（传统方法）和消除位移、速度微分趋势法（EQSignal特有方法）的对比

消除加速度趋势法（传统方法）校正失败

消除位移、速度微分趋势法（EQSignal特有方法）校正成功

关于 EQSignal 的基线校正算法参见以下两篇文章：

Pan C, Zhang R F, Luo H, Shen H. Target-based algorithm for baseline correction of inconsistent vibration signals. Journal of Vibration and Control (SCI源刊Q1区, ESI高被引论文). 2018, 24(12): 2562-2575. https://doi.org/10.1177/1077546316689014

Pan C, Zhang R F, Luo H, Shen H. Baseline correction of vibration acceleration signals with inconsistent initial velocity and displacement. Advances in Mechanical Engineering (SCI源刊）. 2016, 8(10). https://doi.org/10.1177/1687814016675534

下载EQSignal请关注“EQ减震制動”后回复“eqsignal”。

任他地动山摇 我自岿然不动

EQ减震制動

密切关注减震研究进展

积极投身防震减灾事业

研究论文

1. Chao Pan; Ruifu Zhang; Hao Luo; Chao Li; Hua Shen, Demand-based optimal design of oscillator with parallel-layout viscous inerter damper, Structural Control and Health Monitoring (SCI源刊Q1区, ESI高被引论文), 2018, 25(1), WOS:000417913100019
2. Chao Pan; Ruifu Zhang, Design of structure with inerter system based on stochastic response mitigation ratio, Structural Control and Health Monitoring (SCI源刊Q1区), 2018, 25(6), WOS:000432035200010
3. Chao Pan; Ruifu Zhang; Hao Luo; Hua Shen, Target-based algorithm for baseline correction of inconsistent vibration signals, Journal of Vibration and Control (SCI源刊Q1区, ESI高被引论文), 2018, 24(12), WOS:000432095900012
4. Zhang RF, Wang C, Pan Chao*, Shen H, Ge QZ, Zhang LQ. Simplified design of elastoplastic structures with metallic yielding dampers based on the concept of uniform damping ratio. Engineering Structures (SCI源刊Q1区), 176(1 December 2018):734-745, WOS:000451497900055
5. Chao Pan; Ruifu Zhang; Hao Luo; Hua Shen, Simplified variational iteration method for solving ordinary differential equations and eigenvalue problems, Advances in Mechanical Engineering (SCI源刊), 2016, 8(11), WOS:000389440400060
6. 潘超; 张瑞甫; 罗浩; 逯静洲, 金属阻尼器消能减震体系的等阻尼比设计方法, 建筑结构学报(EI源刊), 2018, 39(3), Accession Number: 20182505342085
7. Hua Shen; Ruifu Zhang; Dagen Weng; Cong Gao; Hao Luo; Chao Pan, Simple design method of structure with metallic yielding dampers based on elastic–plastic response reduction curve, Engineering Structures (SCI源刊Q1区), 2017, 150, WOS:000413125800009
8. Chao Pan; Ruifu Zhang; Hao Luo; Hua Shen, Baseline correction of vibration acceleration signals with inconsistent initial velocity and displacement, Advances in Mechanical Engineering (SCI源刊), 2016, 8(10), WOS:000386917900053
9. 潘超; 翁大根, 连梁内设置竖向变形阻尼器的耗能剪力墙体系减震分析与设计, 建筑结构学报(EI源刊), 2012, 33(10), Accession Number: 20124715691672
10. 潘超; 翁大根, 耗能剪力墙结构体系研究进展, 结构工程师, 2011, 27(02):160-168
11. Chao Pan; Dagen Weng, Study on Seismic Performance of Coupled Shear Walls with Vertical Dampers, Advanced Materials Research (EI会议), 2011, 163-167(5), Accession number: 12254213
12. 郝霖霏; 潘超; 张瑞甫; 谭平, 初始条件不相容地震动加速度信号的基线校正算法, 华南地震,2018,38(02):94-100
13. 潘超; 张瑞甫; 王超; 逯静洲, 单自由度混联II型惯容减震体系的随机地震响应与参数设计, 工程力学(EI源刊), 2019, 36(01): 129-137+145.
14. 刘帅,潘超,周志光.耗能联肢墙体系的减震性能及参数影响.浙江大学学报(工学版)(EI源刊), 2019, 53(03): 492-502.
15. 刘帅，潘超，周志光, 对人造地震动反应谱求解及拟合的几个相关问题探讨, 地震学报, 2018, 40(04): 519-530.
16. Qingjun Chen, Zhipeng Zhao, Ruifu Zhang, Chao Pan, Impact of soil-structure interaction on structures with inerter system, Journal of Sound and Vibration (SCI源刊Q1区), 2018, 433:1-15
17. Ruifu Zhang, Zhipeng Zhao, Chao Pan. Influence of mechanical layout of inerter systems on seismic mitigation of storage tanks. Soil Dynamic & Earthquake Engineering (SCI源刊Q2区), 2018, 114:639-649
18. 刘帅，潘超，周志光，黏滞阻尼减震框架结构基于预设阻尼分布模式的简化设计方法，振动与冲击(EI源刊)
19. 张瑞甫, 曹嫣如, 潘超. 惯容减震（振）系统及其研究进展. 工程力学(EI源刊)
20. 赵志鹏, 张瑞甫, 陈清军, 潘超, 王超. 基于减震比设计方法的惯容减震结构分析. 工程力学(EI源刊)