Phase II: Ultimate behavior and design of high-performance inverted L-shaped CFT piers in elevated girder bridges

Title：Ultimate behavior and design of high-performance inverted L-shaped CFT            piers in elevated girder bridges Principal Investigator: Yoshiaki Goto PI’s Affiliation: Nagoya Institute of Technology, Japan Co-PI at Tongji University: Yan Xu

Abstract:

Eccentrically loaded Inverted L-shaped bridge piers have to be used in the construction of elevated highways bridges to avoid the existing obstacles in urban areas. However, their complicated seismic behavior has never been investigated in detail. In order to establish a rational seismic design method, the detailed behavior of the inverted L-shaped CFT (concrete-filled tubular) piers is examined by conducting shake table test on an elevated-girder bridge model supported on this type of piers.