Seismic response of long curved bridge structures: Experimental model studies

1979 ◽  
Vol 7 (2) ◽  
pp. 107-128 ◽  
Author(s):  
David Williams ◽  
William Godden
Keyword(s):  
Seismic Response ◽  
Experimental Model ◽  
Curved Bridge ◽  
Model Studies ◽  
Bridge Structures

Effect of abutment modeling on the seismic response of bridge structures

2008 ◽  
Vol 7 (4) ◽  
pp. 395-402 ◽  
Author(s):  
Ady Aviram ◽  
Kevin R. Mackie ◽  
Bozidar Stojadinovic
Keyword(s):  
Seismic Response ◽  
Bridge Structures

Multiple Configuration Curved Bridge Model Studies

1979 ◽  
Vol 105 (5) ◽  
pp. 875-890
Author(s):  
Paul J. Brennan ◽  
James A. Mandel
Keyword(s):  
Curved Bridge ◽  
Model Studies ◽  
Bridge Model ◽  
Multiple Configuration

Photon migration through fetal head in utero using continuous wave, near infrared spectroscopy: clinical and experimental model studies

2000 ◽  
Vol 5 (2) ◽  
pp. 173 ◽  
Author(s):  
Nirmala Ramanujam ◽  
Gargi Vishnoi ◽  
Andreas H. Hielscher ◽  
Martha Rode ◽  
Iraj Forouzan ◽  
...  
Keyword(s):  
Infrared Spectroscopy ◽  
Experimental Model ◽  
Near Infrared Spectroscopy ◽  
Near Infrared ◽  
Continuous Wave ◽  
In Utero ◽  
Photon Migration ◽  
Fetal Head ◽  
Model Studies

Effect of Radius of Curvature on Seismic Response of Curved Bridge

2011 ◽  
Vol 255-260 ◽  
pp. 1261-1265 ◽  
Author(s):  
Bo Wang ◽  
Yu Xiang Liu
Keyword(s):  
Seismic Response ◽  
Numerical Models ◽  
Response Spectrum ◽  
Radius Of Curvature ◽  
Element Analysis ◽  
Curved Bridge ◽  
The Finite Element Analysis ◽  
Calculation Results ◽  
Girder Bridge ◽  
Main Girder

A four span curved HcontinuousH HboxH-girder bridge is used as an engineering example to investigate the effect of radius of curvature on the seismic response of curved bridge. Numerical models with different radii of curvature are created using the finite element analysis program Midas/Civil. The calculation results obtained from response spectrum method show that radius of curvature is an important parameter to curved bridge. When the radius of curvature is large enough, the relationship between seismic response of main girder and radius is approximately linearity, while nonlinear variation is obtained when theradius is not too large. Finally, conclusions are made that seismic design of Hstraight bridgeH unHfoldHed from curved bridge which radius of curvature is specified could Hsatisfy the engineering Hrequirement.

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