Peak displacement demand of small to moderate magnitude earthquakes in stable continental regions

Earthquake Engineering and Structural Dynamics

Volumn 34, Issue 9, 2005, Pages 1047-1072

  Lam, Nelson ^a   Chandler, Adrian ^b  

^a UNIVERSITY OF MELBOURNE   (Australia)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Component attenuation model; Displacement based approach; Earthquake; National peak displacement demand; Response spectrum; Seismic drift

Indexed keywords

GEOLOGY; MATHEMATICAL MODELS; RANDOM PROCESSES; SEISMOLOGY;

FAULT-SLIP MODEL; PEAK DISPLACEMENT DEMAND (PDD);

EARTHQUAKES;

EARTHQUAKE ENGINEERING;

EID: 21844462563     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.466     Document Type: Article

References (57)

1. Faccioli E, Paolucci R, Rey J. Displacement spectra for long periods. Earthquake Spectra 2004; 20(2):347-376.
2. Guan J, Hao H, Lu Y. Generation of probabilistic displacement response spectra for displacement-based design. Soil Dynamics and Earthquake Engineering 2004; 24:149-166.
3. Wilson JL, Lam NTK. A recommended earthquake response spectrum model for Australia. Australian Journal of Structural Engineering (Institution of Engineers Australia) 2003; 5(1):17-27.
4. IBC 2003. International Code Council. International Building Code, U.S.A., 2003.
5. AS1170.4. Standards Association of Australia. Minimum Design Loads on Structures: Part 4: Earthquake Loads-AS1170.4 and Coinmentary, 1993.
6. European Committee for Standardization. Eurocode EC8: Design provisions for earthquake resistance of structures; Part 1.1 General rules Seismic actions and general requirements for structures, EN version (and national standards institutions in Europe), 2003.
7. DRAFT ANZ. Post Public Comment Draft 8 Australian/New Zealand Standard for Earthquake Loading, Standards Australia and Standards New Zealand Joint Document no.: DRPPCD8 and DRPPCD8-C, issued January 2003.
8. Associate Committee on the National Building Code. 1995. National Building Code of Canada. Ottawa, Ontario, 2003.
9. NEHRP Recommended Provisions for New Buildings and Other Structures. Part 1: Provisions (FEMA 450). Building Seismic Safety Council (BSSC), Washington D.C., 2003.
10. Electric Power Research Institute. Earthquakes of Stable Continental Regions (Vol. 1): Assessment of large earthquakes potentials. Report No. EPRI TR-102261s-v1, 1994.
11. Bommer JJ, Elnashai AS, Weir AG. Compatible acceleration and displacement spectra for seismic design codes. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, Paper No. 0207 (OS4-TI), 2000.
12. Tolis SV, Faccioli E. Displacement design spectra. Journal of Earthquake Engineering 1999; 3:107-125.
13. Sabetta F, Bommer J. Modification of the spectral shapes and subsoil conditions in Eurocode 8. Proceedings of the 12th European Conference on Earthquake Engineering, London, 2002; paper no. 518.
14. Lam NTK, Wilson JL, Hutchinson GL. The modelling of intraplate seismic hazard based on displacement. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, paper no. 1933 (OSI-T4), oral presentation, 2000.
15. Special Issue on Proposed Earthquake Design Requirements of the National Building Code of Canada, 2005 edition. Canadian Journal of Civil Engineering 2003; 30(2).
16. Heidebrecht A. Seismic design implications of revisions to the National Building Code of Canada. Proceedings of the Sixth Pacific Conference on Earthquake Engineering, Christchurch, New Zealand, 2003, keynote paper no.148.
17. Uniform Building Code: 1997 Edition. International Conference of Building Officials, Whittier, California, U.S.A.
18. Lam NTK, Wilson JL, Chandler AM, Hutchinson GL. Response spectral relationships for rock sites derived from the component attenuation model. Earthquake Engineering and Structural Dynamics 2000; 29: 1457-1489.
19. Lam NTK, Wilson JL, Chandler AM, Hutchinson GL. Response spectrum modelling for rock sites in low and moderate seismicity regions combining velocity, displacement and acceleration predictions. Earthquake Engineering and Structural Dynamics 2000; 29: 1491-1525.
20. Ambraseys NN, Simpson KA, Bommer JJ. Prediction of horizontal response spectra in Europe. Earthquake Engineering and Structural Dynamics 1996; 25:371-400.
21. Boore DM, Joyner WB, Fumal TE. Equations for estimating horizontal response spectra and peak acceleration from Western North American earthquakes: a summary of recent work. Seismological Research Letters 1997; 68(1):128-153.
22. Campbell KW. Empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-absolute acceleration response spectra. Seismological Research Letters 1997; 68(1):154-179.
23. Sadigh K, Chang CY, Egan JA, Makdisi F, Youngs RR. Attenuation relationships for shallow crustal earthquakes based on Californian strong motion data. Seismological Research Letters 1997; 68 (1):180-189.
24. Abrahamson NA, Silva WJ. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismological Research Letters 1997; 68(1):94-127.
25. Bommer JJ, Douglas J, Strasser FO. Style of faulting in ground-motion prediction equations. Bulletin of Earthquake Engineering 2003; 1(2):171-203.
26. Boore DM, Joyner WB. Site amplifications for generic rock sites. Bulletin of the Seismological Society of America 1997; 87 (2):327-341.
27. Scherbaum F, Schmedes J, Cotton F. On the conversion of source-to-site distance measures for extended earthquake source models. Bulletin of the Seismological Society of America 2004; 94(3):1053-1069.
28. Kanamori H. Magnitude scale and quantification of earthquakes. Tectonophysics 1983; 93:185-199.
29. Dahle A, Bungum H, Kvamme LB. Attenuation models inferred from intraplate earthquake recordings. Earthquake Engineering and Structural Dynamics 1990; 19:1125-1141.
30. Atkinson GM. Earthquake source spectra in Eastern North America. Bulletin of the Seismological Society of America 1993; 83: 1778-1798.
31. Toro GR, Abrahamson NA, Schneider JF. Model of strong ground motions from earthquakes in Central and Eastern North America: best estimates and uncertainties. Seismological Research Letters 1997; 68 (1):41-57.
32. Lam NTK, Wilson JL, Hutchinson GL. Generation of synthetic earthquake accelerograms using seismological modeling: a review. Journal of Earthquake Engineering 2000; 4(3):321-354.
33. Boatwright J, Choy G. Acceleration source spectra anticipated for large earthquakes in Northeastern North America. Bulletin of the Seismological Society of America 1992; 82:660-682.
34. Atkinson GM, Silva W. An empirical study of earthquake source spectra for Californian earthquakes. Bulletin of the Seismological Society of America 1997; 87:97-113.
35. Atkinson GM, Silva W. Stochastic modeling of Californian Ground Motions. Bulletin of the Seismological Society of America 2000; 90: 255-274.
36. n spectrum. Bulletin of the Seismological Society of America 1997; 87:67-84.
37. Lam NTK, Wilson JL. The component attenuation model for low and moderate seismic regions. Proceedings of the 6th Pacific Conference of Earthquake Engineering, University of Canterbury, Christchurch, New Zealand, March 2003. Paper no. 99.
38. Lam NTK, Sinadinovski C, Koo R, Wilson JL. Peak ground velocity modelling for Australian intraplate earthquakes. International Journal of Seismology and Earthquake Engineering 2003; 5 (2):11-22.
39. Chandler AM, Lam NTK. An attenuation model for distant earthquakes. Earthquake Engineering and Structural Dynamics 2004; 33: 183-210. DOI: 10.1002/eqe.342
40. Lam NTK, Wilson JL, Chandler AM. Seismic displacement response spectrum estimated from the frame analogy soil amplification model. Engineering Structures 2001; 23(4):1437-1452.
41. Chandler AM, Lam NTK, Sheikh MN. Response spectrum predictions for potential near-field and far-field earthquakes affecting Hong Kong: soil sites. Soil Dynamics and Earthquake Engineering 2002; 22: 419-440.
42. Lam NTK, Wilson JL. Displacement modelling of intraplate earthquakes. International Journal of Seismology and Earthquake Technology (Special Issue on Performance Based Seismic Design), Indian Institute of Technology, paper no. 439, 2004; 41(1):15-52.
43. Abercrombie RE. Near-surface attenuation and site effects from comparison of surface and deep borehole recordings. Bulletin of the Seismological Society of America 1997; 87:731-744.
44. Asten MW, Lam NTK, Gibson G, Wilson JL. Microtremor survey design optimized for application to site amplification and resonance modeling. Proceedings of the Australian Earthquake Engineering Society Conference, Adelaide, 2002. Paper no. 7.
45. Lam NTK, Asten MW, Roberts JC, Venkatesan S, Wilson JL, Chandler AM. A generic tool for modelling earthquake hazard. (Topic Category: Earthquake Loading). The 18th Australasian Conference on the Mechanics of Structures and Materials, Perth, December 2004, Vol. 1, pp. 473-478.
46. Atkinson GM, Boore D. Evaluation of models for earthquake source spectra in Eastern North America. Bulletin of the Seismological Society of America 1998, 88:917-934.
47. Shibata A, Sozen M. Substitute structure method for seismic design in reinforced concrete. Journal of the Structural Division (ASCE) 1976; 102:1-18.
48. Fajfar P. Capacity spectrum method based on inelastic demand spectra. Earthquake Engineering and Structural Dynamics 1999; 28:979-993.
49. Priestley MJN. Performance based seismic design. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, 2000, Keynote paper no. 2831.
50. Iwan WD, Gates NC. Estimating earthquake response of simple hysteretic structures. Journal of the Engineering Mechanics Division (ASCE) 1979; 105:391-405.
51. Newmark NM, Hall WJ. Earthquake Spectra and Design. EERI Monograph, Earthquake Engineering Research Institute, California, 1982.
52. Chopra AK, Goel RK. Capacity-demand-diagram methods based on inelastic design spectrum. Earthquake Spectra 1999; 15:637-656.
53. Miranda E, Ruiz-Garcia J. Evaluation of approximate method to estimate maximum inelastic displacement demands. Earthquake Engineering and Structural Dynamics 2002; 31:539-560.
54. ATC-40. Seismic Evaluation and Retrofit of Concrete Buildings, Vols 1 and 2, Redwood City, CA: Applied Technology Council, 1996.
55. Chandler AM, Lam NTK, Sheikh MN, Su RKL. A direct displacement approach for seismic drift demand predictions. (Topic Category: Earthquake Loading). The 18th Australasian Conference on the Mechanics of Structures and Materials, Perth, December 2004, Vol. 1, pp. 429-434.
56. Doherty K, Griffith MC, Lam N, Wilson J. Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthquake Engineering and Structural Dynamics 2002; 31 (4):833-850.
57. Melchers RE (ed.). Newcastle Earthquake Study. The Institution of Engineers: Australia, 1990.