Show simple item record

dc.contributor.authorShrestha, Bipin
dc.contributor.supervisorProf. Hong Hao
dc.contributor.supervisorDr. Kaiming Bi
dc.date.accessioned2017-01-30T09:50:01Z
dc.date.available2017-01-30T09:50:01Z
dc.date.created2016-08-04T05:20:43Z
dc.date.issued2016
dc.identifier.urihttp://hdl.handle.net/20.500.11937/469
dc.description.abstract

Bridge infrastructure is an integral component of the transportation network with significant strategic value and is expected to remain functional in the damaged area immediately after a strong earthquake. However, previous experiences have shown that keeping the bridges operational after a strong earthquake is very challenging. This study investigates the damages resulting from pounding and unseating at bridge superstructure and residual deformation of bridge substructure subjected to earthquake loading, and the possible mitigation methods.

dc.languageen
dc.publisherCurtin University
dc.titleNumerical and Experimental study of pounding damages in adjacent bridge structures subjected to spatially varying ground motion and its mitigation method
dc.typeThesis
dcterms.educationLevelPhD
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record