| Year |
Citation |
Score |
| 2017 |
Mehdizadeh M, Mackie KR, Nielson BG. Scaling Bias and Record Selection for Quantifying Seismic Structural Demand Journal of Structural Engineering-Asce. 143: 4017117. DOI: 10.1061/(Asce)St.1943-541X.0001855 |
0.365 |
|
| 2013 |
Shivarudrappa R, Nielson BG. Sensitivity of load distribution in light-framed wood roof systems due to typical modeling parameters Journal of Performance of Constructed Facilities. 27: 222-234. DOI: 10.1061/(Asce)Cf.1943-5509.0000323 |
0.512 |
|
| 2012 |
Edmonson WC, Schiff SD, Nielson BG. Behavior of light-framed wood roof-to-wall connectors using aged lumber and multiple connection mechanisms Journal of Performance of Constructed Facilities. 26: 26-37. DOI: 10.1061/(Asce)Cf.1943-5509.0000201 |
0.512 |
|
| 2011 |
MacKie KR, Cronin KJ, Nielson BG. Response sensitivity of highway bridges to randomly oriented multi-component earthquake excitation Journal of Earthquake Engineering. 15: 850-876. DOI: 10.1080/13632469.2010.551706 |
0.357 |
|
| 2011 |
Shanmugam B, Nielson BG, Schiff SD. Multi-axis treatment of typical light-frame wood roof-to-wall metal connectors in design Engineering Structures. 33: 3125-3135. DOI: 10.1016/J.Engstruct.2011.07.031 |
0.57 |
|
| 2010 |
Sullivan I, Nielson BG. Sensitivity analysis of seismic fragility curves for skewed multi-span simply supported steel girder bridges Proceedings of the 19th Analysis and Computation Specialty Conference. 226-237. DOI: 10.1061/41131(370)19 |
0.401 |
|
| 2009 |
MacKie KR, Nielson BG. Uncertainty quantification in analytical bridge fragility curves Tclee 2009: Lifeline Earthquake Engineering in a Multihazard Environment. 357: 9. DOI: 10.1061/41050(357)9 |
0.35 |
|
| 2009 |
Shanmugam B, Nielson BG, Prevatt DO. Statistical and analytical models for roof components in existing light-framed wood structures Engineering Structures. 31: 2607-2616. DOI: 10.1016/J.Engstruct.2009.06.009 |
0.599 |
|
| 2008 |
Padgett J, Desroches R, Nielson B, Yashinsky M, Kwon OS, Burdette N, Tavera E. Bridge damage and repair costs from Hurricane Katrina Journal of Bridge Engineering. 13: 6-14. DOI: 10.1061/(Asce)1084-0702(2008)13:1(6) |
0.393 |
|
| 2008 |
Padgett JE, Nielson BG, DesRoches R. Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios Earthquake Engineering and Structural Dynamics. 37: 711-725. DOI: 10.1002/Eqe.782 |
0.415 |
|
| 2008 |
Shanmugam B, Nielson BG, Prevatt DO. Probabilistic descriptions of in-situ roof to top plate connections in light frame wood structures Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.566 |
|
| 2008 |
Padgett JE, Nielson BG, DesRoches R. Which ground motion intensity measure is most appropriate for conditioning demand models for bridge portfolios? Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.358 |
|
| 2007 |
Nielson BG, DesRoches R. Analytical seismic fragility curves for typical bridges in the central and southeastern United States Earthquake Spectra. 23: 615-633. DOI: 10.1193/1.2756815 |
0.457 |
|
| 2007 |
Nielson BG, Desroches R. Seismic performance assessment of simply supported and continuous multispan concrete girder highway bridges Journal of Bridge Engineering. 12: 611-620. DOI: 10.1061/(Asce)1084-0702(2007)12:5(611) |
0.517 |
|
| 2007 |
Nielson BG, DesRoches R. Seismic fragility methodology for highway bridges using a component level approach Earthquake Engineering and Structural Dynamics. 36: 823-839. DOI: 10.1002/Eqe.655 |
0.452 |
|
| 2006 |
Nielson BG, DesRoches R. Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones Engineering Structures. 28: 1083-1092. DOI: 10.1016/J.Engstruct.2005.12.014 |
0.519 |
|
| 2006 |
Nielson BG, Desroches R. Effect of using PGA versus S a on the uncertainty in probabilitistic seismic demand models of highway bridges 8th Us National Conference On Earthquake Engineering 2006. 3: 1673-1682. |
0.342 |
|
| 2004 |
Choi E, DesRoches R, Nielson B. Seismic fragility of typical bridges in moderate seismic zones Engineering Structures. 26: 187-199. DOI: 10.1016/J.Engstruct.2003.09.006 |
0.471 |
|
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