Design of Highway Bridges for Extreme Events
For example, the HL-93 design live load is found to be smaller than the 75-year maximum live load calculated from the data collected by Nowak (1999) (see NCHRP Report 368: Calibration of LRFD Bridge Design Code) by about a factor ofanbsp;...
| Title | : | Design of Highway Bridges for Extreme Events |
| Author | : | Michel Ghosn, Fred Moses, Jian Wang |
| Publisher | : | Transportation Research Board - 2003-01-01 |
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