Citation: | WANG Hai-yun, XIE Li-li, TAO Xia-xin, 2008. Finite Fault Source Model for Predicting Near-Fault Strong Ground Motion. Earth Science, 33(6): 843-851. |
Aki, K., Richards, P. G., 1980. Quantitative seismology: Theory and methods. WH Freeman & Co Ltd., New York.
|
Atkinson, G. M., Boore, D. M., 1995. Ground motion relations for eastern North America. Bulletin of the Seis-mological Society of America, 85(1): 17-30. doi: 10.1785/BSSA0850010017
|
Atkinson, G. M., Boore, D. M., 1998. Evaluation of modelsfor earthquake source spectra in eastern North America. Bulletin of the Seismological Society of America, 88(4): 917-934. doi: 10.1785/BSSA0880040917
|
Beresnev, I. A., Atkinson, G. M., 1998. Stochastic finite-faultmodeling of ground motions fromthe1994Northridge, California, earthquake. I. Validation on rock sites. Bul-letin of the Seismological Society of America, 88(6): 1392-1401.
|
Beresnev, I. A., Atkinson, G. M., 2001. Subevent structureof large earthquakes—Aground motion perspective. Geophysical Researth Letters, 28(1): 53-56.
|
Bernard, P., Herrero, A., Berge, C., 1996. Modeling directivityof heterogeneous earthquake ruptures. Bulletinofthe Seis-mological Society of America, 86(4): 1149-1160.
|
Boore, D. M., 1983. Stochastic si mulation of high-frequencyground motions based on seismological models of theradiated spectra. Bulletin of the Seismological Societyof America, 73(6A): 1865-1894.
|
Boore, D. M., 2003. Si mulation of ground motion using thestochastic method. Pure and Applied Geophysics, 160: 635-676. doi: 10.1007/PL00012553
|
Boore, D. M., Joyner, W. B., 1997. Site amplifications for generic rock sites. Bulletin of the Seismological Societyof America, 87(2): 327-341. doi: 10.1785/BSSA0870020327
|
Brune, J. N., 1970. Tectonic stress and the spectra of seismicshear waves fromearthquakes. Journal of Geophysical Research, 75(26): 4997-5009. doi: 10.1029/JB075i026p04997
|
Frankel, A., 1995. Si mulating strong motions of large earthquakes using recordings of small earthquakes: The Loma Prieta mainshock as a test case. Bulletinofthe Seis-mological Society of America, 85(4): 1144-1160. doi: 10.1785/BSSA0850041144
|
Gallovic, F., Brokesove, J., 2004. On strong ground motionsynthesis with k-2slip distributions. Journal of Seismology, 8: 211-224. doi: 10.1023/B:JOSE.0000021438.79877.58
|
Hartzell, S. H., 1978. Earthquake aftershocks as Green sfunctions. Geophysical Research Letters, 5(1): 1-4. doi: 10.1029/GL005i001p00001
|
Hartzell, S. H., Harmsen, S., Frankel, A., et al., 1999. Calculation of broadband time histories of ground motion: Comparison of methods and validation using strong-ground motion from the 1994 Northridge earthquake. Bulletin of the Seismological Society of America, 89(6): 1484-1504.
|
Herrero, A., Bernard, P., 1994. A kinematic self-si milar rup-ture process for earthquakes. Bulletin of the Seismo-logical Society of America, 84(4): 1216-1228. doi: 10.1785/BSSA0840041216
|
Hisada, Y., 2000. Atheoretical omega-square model consid-ering the spatial variation in slip and rupture velocity. Bulletin of the Seismological Society of America, 90(2): 387-400. doi: 10.1785/0119990083
|
Hisada, Y., 2001. Atheoretical omega-square model consideringthe spatial variation in slip and rupture velocity, Part2: Case for a two-di mensional source model. Bulletin of the Seismological Society of America, 91(4): 651-666. doi: 10.1785/0120000097
|
Irikura, K., 1983. Semi-empirical esti mation of strong groundmotions during large earthquakes. Bulletin, Disaster Prevention Research Institute, Kyoto University, Kyo-to, Japan, 33: 63-104.
|
Irikura, K., 2000. Prediction of strong ground motions fromfuture earthquakes caused by active faults—Case of the Osaka basin. 12th World Conference on Earthquake En-gineering(12WCEE), CDROM, No. 2687. Auckland, New Zealand during 30 January-4 February, 2000.
|
Irikura, K., Iwata, T., 1993. Si mulation prediction of strongground motion: Theoretical approach. In: The Architectural Institute of Japan, ed., Earthquake motion and ground con-ditions. The Architectural Institute of Japan, 337. W.
|
Kamae, K., Irikura, K., Pitarka, A., 1998. A technique forsi mulating strong ground motion using hybrid Green sfunction. Bulletin of the Seismological Society of A-merica, 88(2): 357-367. doi: 10.1785/BSSA0880020357
|
Mai, P. M., Beroza, G. C., 2002. Aspatial randomfield mod-el to characterize complexityin earthquake slip. Journalof Geophysical Research, 107(B11): 2308.
|
Miyake, H., Iwata, T., Irikura, K., 2003. Source character-ization for broadband ground-motion si mulation: Kine-matic heterogeneous source model and strong motiongeneration area. Bulletin of the Seismological Societyof America, 93(6): 2531-2545. doi: 10.1785/0120020183
|
Motazedian, D., Atkinson, G. M., 2005. Stochastic finite-fault modeling based on a dynamic corner frequency. Bulletin of the Seismological Society of America, 95(3): 995-1010. doi: 10.1785/0120030207
|
Pitarka, A., Somerville, P., Fukushi ma, Y., et al., 2000. Si mulation of near-fault strong-ground motion using hy-brid Green s functions. Bulletin of the Seismological Society of America, 90(3): 566-586. doi: 10.1785/0119990108
|
Saragoni, G. R., Hart, G. C., 1974. Si mulation of artificialearthquakes. Earthquake Engineering and Structural Dynamics, 2(3): 249-267.
|
Somerville, P. G., 1998. Emerging art: Earthquake groundmotion. In: Dakolas, P., Yegian, M., eds., Proceedings-geotechnical earthquake engineering and soil dynamics III. ASCE Speciality Conf. Special Pub. No. 75, Seattle, WA, 1-38.
|
Somerville, P., Irikula, K., Graves, R., et al., 1999. Characterizing crustal earthquake slip models for the predictio of strong ground motion. Seismological Research Let-ters, 70(1): 59-80. doi: 10.1785/gssrl.70.1.59
|
Wald, D. J., Heaton, T. H., Hudnut, K. W., 1996. The sliphistory of the1994Northridge, California, earthquakedetermined from strong-motion, teleseismic, GPS, andleveling data. Bulletin of the Seismological Society of America, 86(1B): S49-S70. doi: 10.1785/BSSA08601B0S49
|
Wang, H. Y., 2004. Finite fault source model for predictingnear field strong ground motion: [Dissetation]. Instituteof Engineering Mechanics, China Earthquake Adminis-tration, Harbin(in Chinese).
|
Wang, H. Y., Tao, X. X., 2003. Relationships between mo-ment magnitude and fault parameters: Theoretical andsemi-empirical relationships. Earthquake Engineeringand Engineering Vibration, 2(2): 201-211. doi: 10.1007/s11803-003-0004-x
|
Wang, H. Y., Tao, X. X., 2004. Hybrid slip model for pre-dicting nearfield strong ground motion. In: 2004 ANC-ER annual meeting: Networking of young earthquakeengineering researchers and professionals. CDROM, July 28-30, 2004, The Sheraton Princess Kaiulani, Hono-lulu, Hawaii.
|
Wang, H. Y., Tao, X. X., 2005. Characterizing a shallowearthquake asperity model for predicting near fieldstrong ground motion. Journal of Harbin Institute of Technology, 37(11): 1533-1539(in Chinese with Eng-lish abstract).
|
Xie, L. L., Wang, H. Y., 2005. A proposal of Chinese trans-lation of three technical terms in near-field seismology. Earthquake Engineering and Engineering Vibration, 25(5): 198-200(in Chinese with English abstract).
|
Zeng, Y. H., Anderson, J. G., Yu, G., 1994. A compositesource model for computing realistic synthetic strongground motions. Geophys. Res. Lett. , 21: 725-728. doi: 10.1029/94GL00367
|
王海云, 2004. 近场强地震动预测的有限断层震源模型(博士论文). 哈尔滨: 中国地震局工程力学研究所.
|
王海云, 陶夏新, 2005. 近场强地震动预测中浅源地震的As-perity模型特征. 哈尔滨工业大学学报, 37(11): 1533-1539. https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX200511021.htm
|
谢礼立, 王海云, 2005. 近场地震学中3个术语译名的商榷. 地震工程与工程振动, 25(6): 198-200. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200506033.htm
|