Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions

Soil Dynamics and Earthquake Engineering

Volumn 31, Issue 1, 2011, Pages 59-76

  Tang, Yuchuan ^a   Zhang, Jian ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION PULSE; COMPUTER PROGRAM; DIRECTIVITY; DIRECTIVITY EFFECT; EARTHQUAKE MAGNITUDES; EARTHQUAKE RECORDING; GROUND MOTIONS; IDENTIFICATION METHOD; KINEMATIC CHARACTERISTICS; NEAR FAULT; NEAR FAULT GROUND MOTION; PULSE PARAMETER; PULSE-LIKE; RESPONSE SPECTRA; STRONG CORRELATION; STRONG MOTION; STRUCTURAL RESPONSE; VELOCITY PULSE; WAVE FORMS;

ALGEBRA; EARTHQUAKES; REGRESSION ANALYSIS;

IDENTIFICATION (CONTROL SYSTEMS);

EARTHQUAKE MAGNITUDE; GROUND MOTION; IDENTIFICATION METHOD; KINEMATICS; REGRESSION ANALYSIS; STRONG MOTION; STRUCTURAL RESPONSE; WAVEFORM ANALYSIS;

EID: 77957307702     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2010.08.006     Document Type: Article

References (44)

1. Somerville PG, Smith NF, Graves RW, Abrahamson NA. Modification of empirical strong motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters 1997, 68(1):199-222.
2. Abrahamson NA. Near-fault ground motions from the 1999 Chi-Chi earthquake. In: Proceedings of U.S.-Japan Workshop on the Effects of Near-Field Earthquake Shaking, San Francisco, CA, 2000.
3. Archuleta RJ, Hartzell SH. Effects of fault finiteness on near-source ground motion. Bulletin of the Seismological Society of America 1981, 71(4):939-957.
4. Somerville PG. Magnitude scaling of the near fault rupture directivity pulse. Physics of the Earth and Planetary Interiors 2003, 137(1):201-212.
5. Bolt BA. Engineering seismology: earthquake engineering: from engineering seismology to performance-based engineering 2004, CRC Press LLC, 2-1-2-35. Y. Bozorgnia, V.V. Bertero (Eds.).
6. Makris N, Black CJ. Evaluation of peak ground velocity as a "good" intensity measure for near-source ground motions. Journal of Engineering Mechanics (ASCE) 2004, 130(9):1032-1044.
7. Mylonakis G, Voyagaki E. Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed-form solutions. Earthquake Engineering & Structural Dynamics 2006, 35(15):1949-1974.
8. Bertero VV, Herrera RA, Mahin SA. Establishment of design earthquakes-evaluation of present methods. Proceedings of International Symposium on Earthquake Structural Engineering 1976, vol. 1. St. Louis, Missouri, 551-580.
9. Bertero VV, Mahin SA, Herrera RA. Aseismic design implications of near-fault San Fernando earthquake records. Earthquake Engineering and Structural Dynamics 1978, 6(1):31-42.
10. Hall JF, Heaton TH, Halling MW, Wald DJ. Near-source ground motion and its effects on flexible buildings. Earthquake Spectra 1995, 11(4):569-605.
11. Iwan WD. Drift spectrum: measure of demand for earthquake ground motions. Journal of Structural Engineering (ASCE) 1997, 123(4):397-404.
12. Malhotra PK. Response of buildings to near-field pulse-like ground motions. Earthquake Engineering & Structural Dynamics 1999, 28(11):1309-1326.
13. Alavi B, Krawinkler H. Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthquake Engineering and Structural Dynamics 2004, 33(6):687-706.
14. Somerville PG. Development of an improved representation of near fault ground motions. In: Proceedings of SMIP98 seminar on utilization of strong-motion data, Oakland, CA, 1998. p. 1-20.
15. Makris N. Rigidity-plasticity-viscosity: can electrorheological dampers protect base-isolated structures from near-source ground motions?. Earthquake Engineering and Structural Dynamics 1997, 26(5):571-591.
16. Krawinkler H, Alavi B. Development of improved design procedures for near fault ground motions. In: Proceedings of SMIP98 seminar on utilization of strong-motion data, Oakland, CA, 1998. p. 21-41.
17. Makris N, Chang S. Effect of viscous, visco-plastic and friction damping on the response of seismic isolated structures. Earthquake Engineering and Structural Dynamics 2000, 29(1):85-107.
18. Sasani M, Bertero VV. Importance of severe pulse-type ground motions in performance-based engineering: historical and critical review. In: Proceedings of 12th world conference on earthquake engineering, Paper no. 1302, Auckland, New Zealand, 2000.
19. Menun C, Fu Q. An analytical model for near-fault ground motions and the response of SDOF systems. In: Proceedings of 7th U.S. national conference on earthquake engineering: urban earthquake risk, vol. II, Boston, MA, 2002. p. 1477-86.
20. Mavroeidis GP, Papageorgiou AS. A mathematical representation of near-fault ground motions. Bulletin of the Seismological Society of America 2003, 93(3):1099-1131.
21. He WL, Agrawal AK. Analytical model of ground motion pulses for the design and assessment of seismic protective systems. Journal of Structural Engineering (ASCE) 2008, 134(7):1177-1188.
22. Bray JD, Rodriguez-Marek A. Characterization of forward-directivity ground motions in the near-fault region. Soil Dynamics and Earthquake Engineering 2004, 24(11):815-828.
23. Baker JW. Quantitative classification of near-fault ground motions with wavelet analysis. Bulletin of the Seismological Society of America 2007, 97(5):1486-1501.
24. Alavi B, Krawinkler H. Effects of near-fault ground motions on frame structures. Report no. 138, 2001, John A. Blume Earthquake Engineering Center, Stanford University, Palo Alto, CA.
25. Kalkan E, Kunnath SK. Effects of fling step and forward directivity on seismic response of buildings. Earthquake Spectra 2006, 22(2):367-390.
26. Fu Q, Menun C. Seismic-environmental-based simulation of near-fault ground motions. In: Proceedings of 13th world conference on earthquake engineering, Paper no. 322, Vancouver, BC, Canada, 2004.
27. Zhang RRC, Ma S, Safak E, Hartzell S. Hilbert-Huang transform analysis of dynamic and earthquake motion recordings. Journal of Engineering Mechanics (ASCE) 2003, 129(8):861-875.
28. Xu Z, Agrawal A. Pulse components in near-field ground motions. Journal of Structural Engineering (ASCE) 2009, posted ahead of print October 8.
29. Makris N, Psychogios T. Dimensional response analysis of yielding structures with first-mode dominated response. Earthquake Engineering and Structural Dynamics 2006, 35(10):1203-1224.
30. Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004, 130(9):1019-1031.
31. Zhang J, Tang Y. Dimensional analysis of structures with translating and rocking foundations under near-fault ground motions. Soil Dynamics and Earthquake Engineering 2009, 29(10):1330-1346.
32. Clough RW, Penzien J Dynamics of structures 1993, McGraw-Hill, New York.
33. Chopra AK. Dynamics of structures: theory and applications to earthquake engineering 2007, Pearson Education, Inc., Upper Saddle River, NJ. 3rd edition.
34. Makris N, Black CJ. Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004, 130(9):1006-1018.
35. Chopra AK. Elastic response spectrum: a historical note. Earthquake Engineering and Structural Dynamics 2007, 36(1):3-12.
36. Veletsos AS, Newmark NM. Effects of inelastic behavior on response of simple system to earthquake motions. In: Proceedings of the 2nd world conference on earthquake engineering, Vol. 2, Japan, 1960. p. 895-912.
37. Earthquake Solutions. (2009). BiSpec 2.0, http://eqsols.com/Bispec.aspx.
38. Mavroeidis GP, Dong G, Papageorgiou AS. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Engineering & Structural Dynamics 2004, 33(9):1023-1049.
39. Jacobsen LS, Ayre RS Engineering vibrations 1958, McGraw-Hill, New York.
40. MathWorks MATLAB 2008, The MathWorks, Inc., Natick, MA.
41. Mylonakis G, Reihorn AM. Yielding oscillator under triangular ground acceleration pulse. Journal of Earthquake Engineering 2001, 5(2):225-251.
42. Veletsos AS. Maximum deformations of certain nonlinear systems. In: Proceedings of the 4th world conference on earthquake engineering, Vol. II, Santiago, Chile, 1969. p.156-70.
43. Baker JW. Identification of near-fault velocity pulses and prediction of resulting response spectra. In: Proceedings of geotechnical earthquake engineering and structural dynamics IV, Sacramento, CA, 2008.
44. Somerville PG, Irikura K, Graves RW, Sawada S, Wald D, Abrahamson N, Iwasaki Y, Kagawa T, Smith NF, Kowada A. Characterizing earthquake slip models for the prediction of strong ground motion. Seismological Research Letters 1999, 70:59-80.