Seismic response of curved continuous menshin bridge
In. U.S. National Center for Earthquake Engineering Research (NCEER). Proceedings from the first U.S. Japan Workshop on Earthquake Protective Systems for Bridges. Buffalo, N.Y., U.S. National Center for Earthquake Engineering Research (NCEER), Feb. 1992. p.457-67, ilus, Tab.
Monography
in En
| DESASTRES
| ID: des-6345
Responsible library:
CR3.1
Localization: CR3.1; DES
ABSTRACT
A series of the earthquake response analyses of a curved Menshin bridge were carried out using an anlytical approach in which the non-linear behavior in the shear deformation of the Menshin bearing is be able to taken into consideration. It was found that the seismic responses at an individual substructure and Menshin bearings in the tangetial direction to the deck axis are larger than the corresponding responses of the straight bridge in the longitudinal direction, while the seismic responses in the normal direction are smaller than the corresponding responses of the straight bridge in the transverse direction.(AU)
Collection:
05-specialized
Database:
DESASTRES
Main subject:
Evaluation Study
/
Engineering
/
Earthquakes
Type of study:
Observational_studies
Language:
En
Year:
1992
Document type:
Congress and conference
/
Monography