Bryant G. Nielson

发表

Bridge Damage and Repair Costs from Hurricane Katrina

Reginald DesRoches, Jamie E. Padgett, Mark Yashinsky, 2008 .

Seismic fragility methodology for highway bridges using a component level approach

Reginald DesRoches, Bryant G. Nielson, B. G. Nielson, 2006 .

Multi-axis treatment of typical light-frame wood roof-to-wall metal connectors in design

Scott D. Schiff, Bryant G. Nielson, Bagyalakshmi Shanmugam, 2011 .

Probabilistic Descriptions of In-Situ Roof to Top Plate Connections in Light Frame Wood Structures

David O. Prevatt, Bryant G. Nielson, Bagyalakshmi Shanmugam, 2008 .

Sensitivity of Load Distribution in Light-Framed Wood Roof Systems due to Typical Modeling Parameters

Bryant G. Nielson, Ranjith Shivarudrappa, 2013 .

Statistical and analytical models for roof components in existing light-framed wood structures

David O. Prevatt, Bryant G. Nielson, Bagyalakshmi Shanmugam, 2009 .

Seismic Performance Assessment of Simply Supported and Continuous Multispan Concrete Girder Highway Bridges

Reginald DesRoches, Bryant G. Nielson, 2007 .

Scaling Bias and Record Selection for Quantifying Seismic Structural Demand

Kevin R. Mackie, Bryant G. Nielson, Mohammad Mehdizadeh, 2017 .

Analytical Seismic Fragility Curves for Typical Bridges in the Central and Southeastern United States

Reginald DesRoches, Bryant G. Nielson, B. G. Nielson, 2007 .

Response Sensitivity of Highway Bridges to Randomly Oriented Multi-Component Earthquake Excitation

Kevin R. Mackie, Bryant G. Nielson, Kyle J. Cronin, 2011 .

Seismic fragility of typical bridges in moderate seismic zones

Reginald DesRoches, Eunsoo Choi, Bryant G. Nielson, 2004 .

Seismic Fragility Methodology for Highway Bridges

Reginald DesRoches, Bryant G. Nielson, 2006 .

Precast Alternative for Flat Slab Bridges

Scott D. Schiff, Weichiang Pang, Bryant G. Nielson, 2013 .

Modal analysis of a three-span curved steel girder bridge

Marvin W. Halling, Kevin C. Womack, Bryant G. Nielson, 2000, Smart Structures.

Which ground motion intensity measure is most appropriate for conditioning demand models for bridge portfolios

Reginald DesRoches, Jamie E. Padgett, Bryant G. Nielson, 2008 .

Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios

Reginald DesRoches, Jamie E. Padgett, Bryant G. Nielson, 2008 .

Uncertainty Quantification in Analytical Bridge Fragility Curves

Kevin R. Mackie, Bryant G. Nielson, 2009 .

Behavior of Light-Framed Wood Roof-to-Wall Connectors Using Aged Lumber and Multiple Connection Mechanisms

Scott D. Schiff, Bryant G. Nielson, William C. Edmonson, 2012 .

Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones

Reginald DesRoches, Bryant G. Nielson, B. G. Nielson, 2006 .

Seismic Fragility Curves for Bridges: A Tool for Retrofit Prioritization

Reginald DesRoches, Bryant G. Nielson, B. G. Nielson, 2003 .