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Seite 69
The maximum allowable distortional transverse bending stress set up by the AASHTO Curved Girder Bridge Design Guide Specifications [ 1 ] is currently 20 ksi . The author suggest that distortional transverse bending stress should also be ...
The maximum allowable distortional transverse bending stress set up by the AASHTO Curved Girder Bridge Design Guide Specifications [ 1 ] is currently 20 ksi . The author suggest that distortional transverse bending stress should also be ...
Seite 71
From the study shown above , the curved steel box girder bridge designer should realize that the proposed design equations for diaphragm spacing by AASHTO and JSHB are just guidelines and not necessarily suited for every design case ...
From the study shown above , the curved steel box girder bridge designer should realize that the proposed design equations for diaphragm spacing by AASHTO and JSHB are just guidelines and not necessarily suited for every design case ...
Seite 543
J. S. R. Jang , " Fuzzy Controller Design Without Domain Experts , " Proc . of FUZZ . IEEE , pp . 289-296 , 1992 . D.G. Burkhardt and P. P. Bonissone " , Automatted Fuzzy Knowledge Base Generation and Tuning , " Proc . of FUZZ .
J. S. R. Jang , " Fuzzy Controller Design Without Domain Experts , " Proc . of FUZZ . IEEE , pp . 289-296 , 1992 . D.G. Burkhardt and P. P. Bonissone " , Automatted Fuzzy Knowledge Base Generation and Tuning , " Proc . of FUZZ .
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