Coherency Function Model of Seismic Ground Motion Based on Accelerograms Recorded by Zigong Seismograph Array

Author(s):  
R. F. Yu ◽  
Abduwahit Abduwaris ◽  
M. Q. Yuan ◽  
Y. X. Yu
2004 ◽  
Vol 17 (1) ◽  
pp. 64-69 ◽  
Author(s):  
Hai-ping Ding ◽  
Qi-fang Liu ◽  
Xing Jin ◽  
Yi-fan Yuan

2011 ◽  
Vol 90-93 ◽  
pp. 1586-1592 ◽  
Author(s):  
Rui Fang Yu ◽  
Mei Qiao Yuan ◽  
Yan Xiang Yu

The U.S. Geological Survey Parkfield Dense Seismograph Array (UPSAR) successfully recorded strong motions during 2003 San Simeon earthquake (M 6.5) and 2004 Parkfield earthquake (M 6.0). Because the array covers a very small area (0.45km2), these data offer some interesting insights into spatial variations of seismic ground motions that suits for engineering scale. In this research, we study the spatial coherency function of seismic ground motion in the horizontal and vertical directions by digital signal processing. The results show that when the circular frequency is smaller than , the degressive trend of the coherency function becomes significant with the separation distance elongation, while the data deviation of the coherency function becomes larger with the frequency rise, which shows no obvious rules. In addition, based on the strong-motion data, a suitable spatial coherency model of ground motion is selected through comparing existing model functions, and the appropriate recommendations for improvement is put forward. Finally, according to different frequency range, the fitting parameters of the spatial coherency function of ground motion are obtained through numerical simulation. The spatial coherency function proposed in this paper is practical in simulation of ground motion field.


2011 ◽  
Vol 10 (3) ◽  
pp. 403-415 ◽  
Author(s):  
Jihong Ye ◽  
Jinlong Pan ◽  
Xianming Liu

2011 ◽  
Vol 255-260 ◽  
pp. 2341-2344
Author(s):  
Mohammad Saeed Masoomi ◽  
Siti Aminah Osman ◽  
Ali Jahanshahi

This paper presents the performance of base-isolated steel structures under the seismic load. The main goals of this study are to evaluate the effectiveness of base isolation systems for steel structures against earthquake loads; to verify the modal analysis of steel frame compared with the hand calculation results; and development of a simulating method for base-isolated structure’s responses. Two models were considered in this study, one a steel structure with base-isolated and the other without base-isolated system. The nonlinear time-history analysis of both structures under El Centro 1940 seismic ground motion was used based on finite element method through SAP2000. The mentioned frames were analyzed by Eigenvalue method for linear analysis and Ritz-vector method for nonlinear analysis. Simulation results were presented as time-acceleration graphs for each story, period and frequency of both structures for the first three modes.


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