Engineering Geology

Engineering Geology

Simulation of Near-Field Records using Wavelet Functions 

Authors
Kharazmi University, Tehran, Iran
Abstract
Introduction

Study on the main characteristics of strong ground motions, has relatively long history. The observations and investigations on the structural damages after strong earthquakes such as Northridge 1994 in California, Kobe 1995 in Japan, Tabas 1978 and Bam 2003 in Iran, are representatives of the destructive effects of strong near-field records. The most important specification of the near-field records which distinguish them from far-field records, is their ability to generate energized and relatively short-duration acceleration spikes as well as high amplitude and long-domain velocity pulses. Moreover, according to the lack of accurate statistical profiles as well as many deficiencies, processing the spectral existent data is not able enough to fully explain the seismic tremors. Based on the fact that the great earthquakes have long recurrence interval and also many high seismic zones of Iran do not possess strong tremors, hence generating and simulating feasible great events is required by applying closed form models and analysis of available data. In this study, in order to simulate the existent pulses in the time history of near-field records, the developed mathematical configuration is presented by analytical comprehensive attitude on the closed form model by Mavroeidis and Papageorgiou (2003).

Material and methods

Simulation of strong ground shakings, especially in areas where there is limited recorded data, plays a key role in assessing dynamic behavior of structures. Owing to unique characteristics of strong near-field ground motions, it is not possible to determine exact effects of these strong records on structures using simplified mathematical models. It is feasible to develop more complicated models which represent much more characteristics of near-field ground motions. Mavroeidis and Papageorgiou (2003) studied the parameters affecting near-fault ground motions. Their studies resulted in introducing a mathematical model capable of interpolating velocity pulses of near-field earthquake records (MP model). This closed-form MP model interpolates long duration pulses using a set of input spectral parameters.

The pulse period, the pulse amplitude, the number and phase of half cycles are the key parameters that define the shape of velocity pulse. Thus, a four-parameter model has been developed to describe velocity pulses which contain forward directivity effects. In this research, it was observed that by using a combination of cubic and exponential terms, an enhanced model for interpolating the pulses presented in near-field earthquake records could be achieved (EMP model). Figure 1 shows the analytical interpolation of acceleration and velocity time histories using MP and EMP models.



Figure 1. Fitting of acceleration time histories with MP and EMP models



Results and discussion

Based on the obtained results, it is observed that there is a striking similarity between analytical characteristics obtained by actual earthquake records and mathematical pulses. Moreover, using the enhanced closed-form model (EMP model) reduces discrepancy between the results obtained under actual and the synthetic earthquake records.

Conclusion

Findings of this research reveal that equivalent pulses could be a good representative of actual earthquake records analytically, in order to assess the seismological characteristics of these tremors. It is worth mentioning that modelization of forward directivity pulses displayed in time history of strong ground shakings, is an efficient measure in evaluating seismic response of structures. In addition, due to stochastic nature of earthquakes, computational uncertainties and descriptive limitations of analytical parameters, using closed-form models require a high level of accuracy../files/site1/files/124/8nazari%DA%86%DA%A9%DB%8C%D8%AF%D9%87.pdf
Keywords

1. Halldórsson B., Mavroeidis G. P., Papageorgiou A. S., "Near-fault and far-field strong ground-motion simulation for earthquake engineering applications using the specific barrier model", Journal of Structural Engineering, Vol. 137, No. 3 (2011) 433-444##. 2. Somerville P. G., :Magnitude scaling of the near fault rupture directivity pulse:, Physics of the Earth and Planetary Interiors, Vol. 137, No.1 (2003) 201-212. ## 3. Afsary M., Keyvani Ghamsari J., Meshkat-Dini A., "Assessment of nonlinear dynamic response of steel tall buildings with bundled tube structural system subjected to ground motions caused by strike slip faults", 4th National Conference on Steel & Structure, Tehran, Iran (2014). ##4. Somerville P. G., "Engineering characterization of near fault ground motions", NZSEE Conference, (2005) ##5. Kalkan E., Kunnath S. K., "Effects of fling step and forward directivity on seismic response of buildings", Earthquake Spectra, Vol. 22, No.2 (2006) 367-390.## 6. Somerville P. G., Smith N. F., Graves R. W., Abrahamson N. A., "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity", Seismological Research Letters, Vol. 68, No. 1 (1997) 199-222.## 7. Somerville P. G., "Development of an improved ground motion representation for near-fault ground motions", SMIP 98, Seminar on Utilization of Strong Motion Data: Oakland, CA, (1998).## 8. Alavi B., Krawinkler H., "Consideration of near-fault ground motion effects in seismic design", Proceedings of the 12th World Conference on Earthquake Engineering, New Zealand, (2000). ##9. Somerville P. G., "New developments in seismic hazard estimation", Proceedings of the 6th International Conference on Seismic Zonation (6ICSZ), Palm Springs, CA, November 12-15, (2000).## 10. Rupakhety R., Sigbjörnsson R., "Can simple pulses adequately represent near-fault ground motions?", Journal of Earthquake Engineering , Vol. 15, No. 8 (2011) 1260-1272. ##11. Khaloo A. R., Khosravi H., "Nonlinear interstory drift contours for idealized forward directivity pulses using modified Fish-Bone models", Advances in Structural Engineering Vol. 18, No. 5 (2015) 603-627## 12. Mavroeidis G. P., Papageorgiou A., "mathematical representation of near-fault ground motions", Bulletin of the Seismological Society of America, Vol. 93, No. 3 (2003) 1099-1131.## 13. Tavakoli H. R., Gilani H., Abdollahzadeh G. R., "Comparative evaluation of seismic parameters for near-fault and far- fault earthquakes", Department of Civil Engineering Faculty, Noshivani University of Technology, Babol, Iran, (2012)## 14. Alavi B., Krawinkler H., "Effects of near-fault ground motions on frame structures", the John A. Blume earthquake engineering center, Department of civil and environmental engineering Stanford University; Report No.138, (2001) 1-301## 15. Ambraseys N. N., Douglas J., "Near-Field horizontal and vertical earthquake ground motions", Soil dynamics and earthquake engineering, Vol. 23, No. 1 (2003) 1-18.## 16. Chopra A. K., Chintanapakdee C., "Comparing response of SDF systems to Near-Fault and Far-Fault earthquake motions in the context of spectral regions", Earthquake Engineering and Structural Dynamic, Vol. 30, No. 12 (2001) 1769-1789.## 17. Vaseghi Amiri J., Davoodi M. R., Sahafi A., "Simulation of near-fault ground motions with equivalent pulses and compare their effects on mrf structures", The 14th World Conference on Earthquake Engineering October 12-17, Beijing, China, (2008) ##18. Bray J. D., Rodriguez-Marek A., "Characterization of forward-directivity ground motions in the near-fault region", Soil Dynamics and Earthquake Engineering, Vol. 24, No. 11 (2004) 815-828## 19. Naeim F.," The seismic design handbook", 2th edition, Kluwer Academic Publisher, (2001). 20. Kalkan E., Kunnath S. K., "Effective cyclic energy as a measure of seismic demand", Journal of Earthquake Engineering, Vol. 11, No. 5 (2007) 725-751.## 21. Malhotra P. K., "Response of buildings to near-field pulse like ground motion", Earthquake Engineering and Structural Dynamic, Vol. 28, No. 11 (1999) 1309-1326.## 22. Agrawal A. K.,"A closed-form approximation of near-fault ground motion pulses for flexible structures", 15th ASCE Engineering Mechanics Conference, June 2-5, Columbia University, New York, NY, (2002).## 23. Mavroeidis G. P., Papageorgiou A.,"Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (sdof) systems", Earthquake Engineering and Structural Dynamics, Vol. 33, No. 9, (2004) 1023-1050. ##24. PEER Ground Motion Database, http://peer.berkeley.edu/.## 25. Nazari S., Azhdarifar M., Keyvani Ghamsari J., Meshkat-Dini A., "Study on the seismic response parameters of bundled tube structural system subjected to closed form near field records", The 5th National and International Conference on Modern Materials and Structures in Civil Engineering, Tehran, Iran, (2016). ##