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1.	Original version of the author's contribution as presented on USB, paper 2791.: PDF Fastest Possible Nonlinear Time-History Seismic Analysis of Bridge Frame Structures Dowell, Robert In California and elsewhere, bridge frame structures are designed to respond nonlinearly in high seismic areas, but displacement demand is typically calculated using line [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: S20-031.: PDF Floor and Attached Component Seismic Amplification Factors from Nonlinear Time-History Analysis Dowell, Robert K. ; Hutchinson, Tara C. Seismic forces for attached nonstructural building components can be quite different from forces obtained from the current design code. This is because the current code i [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper No. 0642.: PDF Nonlinear Time-History Seismic Analysis of Bridge Frame Structures Dowell, Robert Detailed record - Similar records

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1	Dowell, Robert K.

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