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Towards establishing practical multi-hazard bridge design limit states被引量:3
《Earthquake Engineering and Engineering Vibration》2013年第3期333-340,共8页Zach Liang George C.Lee 
Federal Highway Administration at the University at Buffalo under Contract No.DTFH61-08-C-00012
In the U.S., the current Load and Resistance Factor Design (LRFD) Specifications for highway bridges is a reliability-based formulation that considers failure probabilities of bridge components due to the actions of...
关键词:multi-hazards load and resistance factor design re.liability based bridge design specifications design limit state equations 
Highway bridge seismic design:summary of FHWA/MCEER project on seismic vulnerability of new highway construction被引量:3
《Earthquake Engineering and Engineering Vibration》2002年第1期10-19,共10页Ian M.Friedland Ian G.Buckle George C.Lee 
the Federal Highway Administration under contract number DTFH61-92-C-00112.
The Federal Highway Administration (FHWA) sponsored a large,multi-year project conducted by the Multidisciplinary Center for Earthquake Engineering Research (MCEER) titled'Seismic Vulnerability of New Highway Construc...
关键词:Seismic design specifications BRIDGES seismic hazard exposure ground motion input structural response analysis foundation design soil behavior 
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