Peter Fajfar
- Direct floor response spectra for nonlinear nonstructural components. Dans: Bulletin of Earthquake Engineering, v. 22, n. 3 (novembre 2023). (2023):
- Nonlinear seismic analysis of a semi-rigid frame building. Présenté pendant: IABSE Colloquium: Semi-Rigid Structural Connections, Istanbul, Turkey, 1996. (1996):
- Ground-motion prediction by a non-parametric approach. Dans: Earthquake Engineering and Structural Dynamics, v. 39, n. 12 (10 octobre 2010). (2010):
- A Nonlinear Analysis Method for Performance‐Based Seismic Design. Dans: Earthquake Spectra, v. 16, n. 3 (août 2000). (2000):
- A measure of earthquake motion capacity to damage medium-period structures. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 5 (septembre 1990). (1990):
- A Non-Parametric Approach to Attenuation Relations. Dans: Journal of Earthquake Engineering, v. 1, n. 2 ( 1997). (1997):
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Capacity spectrum method based on inelastic demand spectra. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 9 (septembre 1999).
https://doi.org/10.1002/(sici)1096-9845(199909)28:9<979::aid-eqe850>3.0.co;2-1
(1999): - method for the direct estimation of floor acceleration spectra for elastic and inelastic MDOF structures. Dans: Earthquake Engineering and Structural Dynamics, v. 45, n. 15 (décembre 2016). (2016):
- Dispersions for the pushover-based risk assessment of reinforced concrete frames and cantilever walls. Dans: Earthquake Engineering and Structural Dynamics, v. 45, n. 13 (25 octobre 2016). (2016):
- Approximate seismic risk assessment of building structures with explicit consideration of uncertainties. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 10 (25 juillet 2014). (2014):
- Consistent inelastic design spectra: Hysteretic and input energy. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 5 (mai 1994). (1994):
- Consistent inelastic design spectra: Strength and displacement. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 5 (mai 1994). (1994):
- Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 6 (juin 2002). (2002):
- A practice-oriented estimation of the failure probability of building structures. Dans: Earthquake Engineering and Structural Dynamics, v. 41, n. 3 (mars 2012). (2012):
- Helmut Krawinkler: a tribute. Dans: Earthquake Engineering and Structural Dynamics, v. 41, n. 11 (septembre 2012). (2012):
- Inelastic spectra for infilled reinforced concrete frames. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 15 (décembre 2004). (2004):
- The extended N2 method taking into account higher mode effects in elevation. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 14 (novembre 2011). (2011):
- Expanded papers from an international workshop on performance-based design—concepts and implementation. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 1 (janvier 2006). (2006):
- On the inelastic seismic response of asymmetric buildings under bi-axial excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 8 (10 juillet 2005). (2005):
- On the inelastic torsional response of single-storey structures under bi-axial excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 8 (10 juillet 2005). (2005):
- Hysteretic energy dissipation capacity and the cyclic to monotonic drift ratio for rectangular RC columns in flexure. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 7 (juin 2009). (2009):
- The effect of masonry infills on the seismic response of a four storey reinforced concrete frame—a probabilistic assessment. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008). (2008):
- The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment. Dans: Engineering Structures, v. 30, n. 7 (juillet 2008). (2008):
- Code-oriented floor acceleration spectra for building structures. Dans: Bulletin of Earthquake Engineering, v. 15, n. 7 (décembre 2016). (2016):
- The extended N2 method considering higher mode effects in both plan and elevation. Dans: Bulletin of Earthquake Engineering, v. 10, n. 2 (août 2011). (2011):
- (2017): Analysis in seismic provisions for buildings: past, present and future. The fifth Prof. Nicholas Ambraseys lecture. Dans: Bulletin of Earthquake Engineering, v. 16, n. 7 (décembre 2017).
- Flexural deformation capacity of rectangular RC columns determined by the CAE method. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 12 (10 octobre 2006). (2006):
- Pre- and post-test mathematical modelling of a plan-asymmetric reinforced concrete frame building. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 11 (septembre 2006). (2006):
- Equivalent ductility factors, taking into account low-cycle fatigue. Dans: Earthquake Engineering and Structural Dynamics, v. 21, n. 10 (octobre 1992). (1992):
- A method for the direct determination of approximate floor response spectra for SDOF inelastic structures. Dans: Bulletin of Earthquake Engineering, v. 13, n. 5 (octobre 2014). (2014):