Bryant G. Nielson
- Seismic Fragility Methodology for Highway Bridges. Présenté pendant: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States. (2006):
- Multi-axis treatment of typical light-frame wood roof-to-wall metal connectors in design. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011). (2011):
- Analytical Seismic Fragility Curves for Typical Bridges in the Central and Southeastern United States. Dans: Earthquake Spectra, v. 23, n. 3 (août 2007). (2007):
- Response Sensitivity of Highway Bridges to Randomly Oriented Multi-Component Earthquake Excitation. Dans: Journal of Earthquake Engineering, v. 15, n. 6 ( 2011). (2011):
- Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Dans: Earthquake Engineering and Structural Dynamics, v. 37, n. 5 (25 avril 2008). (2008):
- Seismic fragility methodology for highway bridges using a component level approach. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 6 (mai 2007). (2007):
- Statistical and analytical models for roof components in existing light-framed wood structures. Dans: Engineering Structures, v. 31, n. 11 (novembre 2009). (2009):
- Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones. Dans: Engineering Structures, v. 28, n. 8 (juillet 2006). (2006):
- Scaling Bias and Record Selection for Quantifying Seismic Structural Demand. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 9 (septembre 2017). (2017):
- Seismic Performance Assessment of Simply Supported and Continuous Multispan Concrete Girder Highway Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 5 (septembre 2007). (2007):
- Sensitivity of Load Distribution in Light-Framed Wood Roof Systems due to Typical Modeling Parameters. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 27, n. 3 (juin 2013). (2013):
- Behavior of Light-Framed Wood Roof-to-Wall Connectors Using Aged Lumber and Multiple Connection Mechanisms. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 1 (février 2012). (2012):