Design spectra including effect of rupture directivity in near-fault region

Earthquake Engineering and Engineering Vibration

Volumn 5, Issue 2, 2006, Pages 159-170

  Xu, Longjun ^a,b   Rodriguez Marek, Adrian ^c   Xie, Lili ^b  

^a OCEAN UNIVERSITY OF CHINA   (China)

^b HARBIN INSTITUTE OF TECHNOLOGY   (China)

^c Washington State University   (United States)

Author keywords

Attenuation relation; Design spectrum; Near fault ground motion; Pulse; Velocity pulse period

Indexed keywords

PARAMETER ESTIMATION; SPECTRUM ANALYZERS; WAVEFORM ANALYSIS;

ATTENUATION RELATION; DESIGN SPECTRUM; NEAR-FAULT GROUND MOTION; VELOCITY PULSE PERIODS;

SEISMIC DESIGN;

EID: 34147211682     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-006-0636-8     Document Type: Article

References (17)

1. Alavi B and Krawinkler H (2000), "Considerations of Near-Fault Ground Motion Effects in Seismic Design," Proceedings of the 12th World Conference on Earthquake Engineering, New Zealand, Paper No.: 2665.
2. Alavi B and Krawinkler H (2004), "Behavior of Moment-resisting Frame Structures Subjected to Near-fault Ground Motions," Earthquake Engng Struct. Dyn, 33:687-706.
3. Bray JD and Rodriguez-Marek A (2004), "Characterization of Forward-directivity Ground Motions in the Near-fault Region," Soil Dynamics and Earthquake Engineering, 24: 815-828.
4. Cuesta I and Aschheim MA (2004), "The Use of Simple Pulses to Estimate Inelastic Response Spectra," Earthquake Engineering, 8(6):865-893.
5. Dai J, Tong M, Lee GC, Qi X and Bai W (2004), "Dynamic Responses Under the Excitation of Pulse Sequences," Earthquake Engineering and Engineering Vibration, 3(2): 157-169.
6. Faccioli E, Paolucci R and Rey J (2004), "Displacement Spectra for Long Periods," Earthquake Spectra, 20(2): 347-376.
7. GB50011-2001 (2001), Code for Seismic Design of Buildings, China Industry Publisher, Beijing. (in Chinese)
8. Hall JF, Heaton TH, Hailing MW and Wald DJ (1995), "Near-source Ground Motions and Its Effects on Flexible Buildings," Earthquake Spectra, 11(4): 569-605.
9. Marshall L (2000), "Geotechnical Design Considerations," The Seismic Design Handbook, 2nd Edition, CD-ROM.
10. Mavroeidis GP and Papageorgiou AS (2003), "A Mathematical Representation of Near-fault Ground Motions," Bulletin of the Seismological Society of America, 93: 1099-1131.
11. Mavroeidis GP, Dong G and Papageorgiou AS (2004), "Near-fault Ground Motions, and the Response of Elastic and Inelastic Single-Degree-of-Freedom (SDOF) Systems," Earthquake Engng Struct Dyn, 33: 1023-1049.
12. Mohraz B (1976), "A Study of Earthquake Response Spectra for Different Geological Conditions," Bull Seism Soc Am, 66(3): 915-935.
13. Rodriguez-Marek A (2000), "Near Fault Seismic Site Response," Ph.D. Thesis, Civil Engineering, University of California, Berkeley.
14. Sasani M and Bertero VV (2000), "Importance of Severe Pulse-type Ground Motions in Performance-based Engineering: Historical and Critical Review," Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, paper No.: 1302.
15. Somerville PG (2003), "Magnitude Scaling of the Near Fault Rupture Directivity Pulse," Physics of the Earth and Planetary Interiors, 137:201-202.
16. Somerville PG, Smith NF, Graves RW and Abrahamson NA (1997), "Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity," Seis Res Let, 68(1): 199-222.
17. Xie L, Xu L and Rodriguez-Marek A (2005), "Representation of Near-fault Pulse-type Ground Motions," Earthquake Engineering and Engineering Vibration, 4(2):191-199.