Kenneth W. Campbell
- Representation of Bidirectional Ground Motions for Design Spectra in Building Codes. Dans: Earthquake Spectra, v. 27, n. 3 (août 2011). (2011):
- Reliability in Lifeline Earthquake Engineering. Dans: Journal of the Technical Councils of ASCE, v. 105, n. 2 (décembre 1979). (1979):
- NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s. Dans: Earthquake Spectra, v. 24, n. 1 (février 2008). (2008):
- Characteristics of Free-Field Vertical Ground Motion during the Northridge Earthquake. Dans: Earthquake Spectra, v. 11, n. 4 (novembre 1995). (1995):
- A Ground Motion Prediction Equation for the Horizontal Component of Cumulative Absolute Velocity (CAV) Based on the PEER-NGA Strong Motion Database. Dans: Earthquake Spectra, v. 26, n. 3 (août 2010). (2010):
- Strong Motion Attenuation Relations: A Ten-Year Perspective. Dans: Earthquake Spectra, v. 1, n. 4 (août 1985). (1985):
- The Vertical-to-horizontal Response Spectral Ratio and Tentative Procedures for Developing Simplified v/h and Vertical Design Spectra. Dans: Journal of Earthquake Engineering, v. 8, n. 2 ( 2004). (2004):
- A ground motion prediction equation for JMA instrumental seismic intensity for shallow crustal earthquakes in active tectonic regimes. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 4 (10 avril 2011). (2011):
- Ground motion issues for seismic analysis of tall buildings: a status report. Dans: The Structural Design of Tall and Special Buildings, v. 16, n. 5 (décembre 2007). (2007):