逢甲學報, Band 28逢甲大學, 1995 |
Im Buch
Ergebnisse 1-3 von 5
Seite 69
... gives the curved steel box girder designer a clearer insight into the behavior of distortional transverse bending stresses . Distortional Transverse Bending Stress . ( ks ! ) R L = 100 ft . " R = 100 ft R - 300 f R = 1000 ft . -R = 2000 ...
... gives the curved steel box girder designer a clearer insight into the behavior of distortional transverse bending stresses . Distortional Transverse Bending Stress . ( ks ! ) R L = 100 ft . " R = 100 ft R - 300 f R = 1000 ft . -R = 2000 ...
Seite 75
... gives the designer an important message that is , the transverse stiffeners can be used to reduce the distortional warping normal stresses instead of directly increasing the plate thickness . The author also suggest that bottom flange ...
... gives the designer an important message that is , the transverse stiffeners can be used to reduce the distortional warping normal stresses instead of directly increasing the plate thickness . The author also suggest that bottom flange ...
Seite 107
... gives a breakdown of the activities pursued at routine and non - routine stops for morning and evening commutes . By this definition , AM stops are more likely to be routine than are PM stops . As expected , these activities differ ...
... gives a breakdown of the activities pursued at routine and non - routine stops for morning and evening commutes . By this definition , AM stops are more likely to be routine than are PM stops . As expected , these activities differ ...