Open AccessSeismic performance analysis of self-anchored suspension bridge steel
Author(s) -
Ke Zhang,
Zehua Deng,
Wenheng Zhu
Publication year - 2018
Publication title -
frontiers research of architecture and engineering
Language(s) - English
Resource type - Journals
eISSN - 2591-7595
pISSN - 2591-7587
DOI - 10.30564/frae.v1i2.44
Subject(s) - bridge (graph theory) , tower , structural engineering , pier , foundation (evidence) , suspension (topology) , engineering , beam bridge , forensic engineering , girder , medicine , mathematics , archaeology , homotopy , pure mathematics , history
Self-anchored suspension bridge is composed of tower and its foundation, stiffened beam, main cable, sling, side pier and its foundation, auxiliary pierand its foundation. The performance and importance of the components of the bridge are different. The main tower of self-anchored suspension bridge is a very important component. Once the injury and damage occur under earthquake, it is not only difficult to inspect and repair, let alone replace. This paper calculates the seismic performance of self-anchored suspension bridge steel tower based on the application of Wuhan Gutian Bridge steel tower.