A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Equivalent Seismic Design of Curved Box Girder Bridges
The seismic response of steel composite curved box girder bridges has been predicted by computing the natural frequency of the bridge and using a response spectrum curve for both translation and rotational accelerations. The natural frequencies have been predicted by simulation of the continuous curved bridge, restrained by equivalent springs. These natural frequencies are then utilized in conjunction with the response spectrum curves to evaluate the equivalent seismic force to be applied to the structure.
Equivalent Seismic Design of Curved Box Girder Bridges
The seismic response of steel composite curved box girder bridges has been predicted by computing the natural frequency of the bridge and using a response spectrum curve for both translation and rotational accelerations. The natural frequencies have been predicted by simulation of the continuous curved bridge, restrained by equivalent springs. These natural frequencies are then utilized in conjunction with the response spectrum curves to evaluate the equivalent seismic force to be applied to the structure.
Equivalent Seismic Design of Curved Box Girder Bridges
C. P. Heins (author) / I. C. Lin (author)
1982
179 pages
Report
No indication
English
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