Farzad Naeim
- (2023): Assessment of ground motion amplitude scaling using interpretable Gaussian process regression: Application to steel moment frames. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 8 (March 2023).
- (2011): Representation of Bidirectional Ground Motions for Design Spectra in Building Codes. In: Earthquake Spectra, v. 27, n. 3 (August 2011).
- (2020): Evaluation of natural periods and modal damping ratios for seismic design of building structures. In: Earthquake Spectra, v. 36, n. 2 (13 March 2020).
- (2006): Evolutionary System Identification of Coupled Shear-Flexural Response for Seismic Damage Detection. Presented at: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.
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(1996): Development of new Los Angeles seismic analysis criteria for tall buildings-site-specific considerations. In: The Structural Design of Tall Buildings, v. 5, n. 4 ( 1996).
https://doi.org/10.1002/(sici)1099-1794(199612)5:4<235::aid-tal75>3.0.co;2-b
- (1994): Deficiencies of design-spectrum compatible accelerograms. In: The Structural Design of Tall Buildings, v. 3, n. 4 (December 1994).
- (1994): Implications of the 1994 northridge earthquake ground motions for the seismic design of tall buildings. In: The Structural Design of Tall Buildings, v. 3, n. 4 (December 1994).
- (1995): On the Use of Design Spectrum Compatible Time Histories. In: Earthquake Spectra, v. 11, n. 1 (February 1995).
- : Design of Seismic Isolated Structures. John Wiley & Sons, Inc., Hoboken (USA), ISBN 9780471149217.
- (2005): Fuzzy Pattern Classification of Strong Ground Motion Records. In: Journal of Earthquake Engineering, v. 9, n. 3 ( 2005).
- (2010): An overview of building codes and standards in Chile at the time of the 27 February 2010 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 19, n. 8 (December 2010).
- (2010): Did the large coseismic displacement cause the global overturning collapse of the Alto Rio building during the 27 February 2010 Offshore Maule, Chile earthquake?. In: The Structural Design of Tall and Special Buildings, v. 19, n. 8 (December 2010).
- (2010): Accelerographic measurements of the 27 February 2010 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 19, n. 8 (December 2010).
- (2011): Performance of the Torre Bosquemar and Olas buildings in San Pedro de la Paz and the Pedro de Valdivia building in Concepción in the 27 February 2010 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 20, n. 1 (June 2011).
- (2011): Performance of tall buildings in Concepción during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 20, n. 1 (June 2011).
- (2011): Performance of tall buildings in Viña del Mar in the 27 February 2010 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 20, n. 1 (June 2011).
- (2011): Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake. In: The Structural Design of Tall and Special Buildings, v. 20, n. 1 (June 2011).
- (2007): Ground motion issues for seismic analysis of tall buildings: a status report. In: The Structural Design of Tall and Special Buildings, v. 16, n. 5 (December 2007).
- (2006): Evolutionary modal identification utilizing coupled shear–flexural response—implication for multistory buildings. Part II : Application. In: The Structural Design of Tall and Special Buildings, v. 15, n. 1 ( 2006).
- (2006): Evolutionary modal identification utilizing coupled shear–flexural response—implication for multistory buildings. Part I : Theory. In: The Structural Design of Tall and Special Buildings, v. 15, n. 1 ( 2006).
- (2005): The case for seismic superiority of well-engineered tall buildings. In: The Structural Design of Tall and Special Buildings, v. 14, n. 5 ( 2005).
- (2001): On the damping adjustment factors for earthquake response spectra. In: The Structural Design of Tall Buildings, v. 10, n. 5 ( 2001).
- (2004): Impact of the 1994 Northridge earthquake on the art and practice of structural engineering. In: The Structural Design of Tall and Special Buildings, v. 13, n. 5 ( 2004).
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(1997): Conversation with a master: Roy G. Johnston. In: The Structural Design of Tall Buildings, v. 6, n. 2 ( 1997).
https://doi.org/10.1002/(sici)1099-1794(199706)6:2<89::aid-tal89>3.0.co;2-c
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(1998): Research overview: seismic response of structures. In: The Structural Design of Tall Buildings, v. 7, n. 3 ( 1998).
https://doi.org/10.1002/(SICI)1099-1794(199809)7:3<195::AID-TAL114>3.0.CO;2-0
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(1998): Performance of 20 extensively-instrumented buildings during the 1994 Northridge earthquake. In: The Structural Design of Tall Buildings, v. 7, n. 3 ( 1998).
https://doi.org/10.1002/(sici)1099-1794(199809)7:3<179::aid-tal113>3.0.co;2-u
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(2000): The 1999 earthquake disasters worldwide: how many times do we have to re-learn the fundamentals of seismic engineering?. In: The Structural Design of Tall Buildings, v. 9, n. 2 ( 2000).
https://doi.org/10.1002/(SICI)1099-1794(200005)9:2<161::AID-TAL150>3.0.CO;2-H
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(2000): The performance of Tall buildings during the 21 September 1999 Chi-Chi earthquake, Taiwan. In: The Structural Design of Tall Buildings, v. 9, n. 2 ( 2000).
https://doi.org/10.1002/(SICI)1099-1794(200005)9:2<137::AID-TAL149>3.0.CO;2-D
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(2000): Design practice for tall buildings in Taiwan. In: The Structural Design of Tall Buildings, v. 9, n. 2 ( 2000).
https://doi.org/10.1002/(sici)1099-1794(200005)9:2<107::aid-tal147>3.0.co;2-m
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(2000): Geotechnical and geological effects of the 21 September 1999 Chi-Chi earthquake, Taiwan. In: The Structural Design of Tall Buildings, v. 9, n. 2 ( 2000).
https://doi.org/10.1002/(sici)1099-1794(200005)9:2<89::aid-tal146>3.0.co;2-7
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