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Earthquake Engineering Research Institute

Earthquake Engineering Research Institute. 1975. Engineering Aspects of the Lima, Peru Earthquake of October 3,1974, Report prepared by EERI Reconnaissance Team, May. [Pg.530]

Seed, H.B., and Idriss, I.M. 1982. Ground motions and soU liquefaction during earthquakes. Monograph series. Earthquake Engineering Research Institute, Berkeley, CA. [Pg.533]

Chaney, R.C. 1979. Earthquake induced deformations of earth dams. Proceedings of the U.S. National Conference on Earthquake Engineering. Earthquake Engineering Research Institute, pp. 632-642. [Pg.542]

Seed, H. B., Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes Monograph Series (Vol. 5). Earthquake Engineering Research Institute. [Pg.17]

Earthquake Engineering Research Institute http //www.eeri.org/site... [Pg.542]

Earthquake Engineering Research Institute (EERI), 6431 Fairmont Avenue, Suite 7, El Cerritos, CA 94530. [Pg.2400]

Erdik, M., Demircioglu, M., Sesetyan, K. Durukal, E. 2005. Assessment of earthquake hazard for Bakirkoy, Gemlik, Bandirma, Tekirdag and Korfez, WB MEER Project -A3 Component, Microzonation and Hazard Vulnerability Studies For Disaster Mitigation in Pilot Municipalities, Bogazici University, Kandilli Observatory and Earthquake Engineering Research Institute. [Pg.390]

Hanson, R. D., Soong, T. T. (2001). Seismic design with supplemental energy dissipation devices. EERlMonograph No. 8. Oakland, CA Earthquake Engineering Research Institute. [Pg.78]

M. Saatcioglu, I. Nistor and A. Ghobarah, Earthquake Spectra (Earthquake Engineering Research Institute, 22, 2006), pp. 295-320. [Pg.285]

Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A.M., Wu, I, Pestana, J.M., Riemer, M.F, Sando, R.B., Bray, ID., Kayen, R.E. and Paris, A. Recent advances in soil liquefaction engineering A unified and consistent framework. EERC-2003-06, Earthquake Engineering Research Institute, Berkeley, Calif, 2003. [Pg.636]

Fahnestock LA, Rides JM, Sause R (2006) Experimental study of a large-scale buckling restrained braced hame rising the pseudo-dynamic testing method. In 8th US Natiimal conference on earthquake caigineering. Earthquake Engineering Research Institute, San Francisco... [Pg.327]

Chopra A (2005) Earthquake dynamics of structures a primer. 2nd ed. Earthquake Engineering Research Institute, Oakland... [Pg.349]

Earthquake Engineering Research Institute - EERI (2004) Preliminary observations on the Bam, tan, earthquake of December 26, 2003. EERI Special Earthquake Report, [Online]. Available at http // www.eeri.org/lfe/pdf/iran bam eeri preliminaiy report.pdf... [Pg.359]

Clark PW, Aiken ID, Nakashima M, Miyazaki M, Midorikawa M (2000) The 1995 Kobe (Hyogo-ken Nanbu) earthquake as a trigger for implementing new seismic design technologies in Japan. In Lessons learned over time, vol 3, Learning from earthquake series. Earthquake Engineering Research Institute, Oakland, pp 79-109... [Pg.439]

Franco G, Sheth A, Meyer M (2013) Observations on the recovery and reconstmction in Sri Lanka following the December 26, 2004 Tsunami. An Earthquake Engineering Research Institute (EERI) field report. Accessible on-line at https //www.eeri.org/wp-content/ uploads/WB-LFE-BBB-Sri-Lanka.pdf... [Pg.772]

Giirpmar A, Abali M, Yiicemen MS, Yejilfay Y (1978) Compliance with compulsory earthquake insurance. Earthquake Engineering Research Institute Report, 78-05. Middle East Technical University, Ankara (in Turkish)... [Pg.1019]

Kocaeli, Turkey, earthquake of August 17, 1999 reconnaissance report, Publ. No. 00-03. In Youd TL, Bardet J-P, Bray JD (ed) EERI, Oakland Earthquake Engineering Research Institute (EERI)... [Pg.2411]

EERI (1990) Earthquake Engineering Research Institute, Oakland. Loma Prieta Earthquake 17 Oct 1989. Preliminary recoimaissance report, https //www.eeri.org/wp-content/uploads/USA CA LomaPrieta PrelimReport. pdf. Accessed 16 Feb 2014... [Pg.2468]

Reprinted fiorn Mavroeidis and Papageorgiou (2002). Copyright 2002 Earthquake Engineering Research Institute)... [Pg.2521]

Soil-Structure Interaction, Fig. 2 Effect of natural period elongation and foundation damping on a typical acceleration design spectrum (Adapted from Stewart et al. (2003) by permission of the Earthquake Engineering Research Institute)... [Pg.3322]

See other pages where Earthquake Engineering Research Institute is mentioned: [Pg.540]    [Pg.285]    [Pg.285]    [Pg.279]    [Pg.510]    [Pg.763]    [Pg.783]    [Pg.1294]    [Pg.1295]    [Pg.1310]    [Pg.1329]    [Pg.1395]    [Pg.2595]    [Pg.3209]   
See also in sourсe #XX -- [ Pg.540 ]



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