Log in to save to my catalogue

The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams wit...

The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams wit...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_069a2ee0e61d4a139755ddea057adf62

The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model

About this item

Full title

The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model

Publisher

Cairo, Egypt: Hindawi Publishing Corporation

Journal title

Advances in civil engineering, 2020, Vol.2020 (2020), p.1-12

Language

English

Formats

Publication information

Publisher

Cairo, Egypt: Hindawi Publishing Corporation

More information

Scope and Contents

Contents

The contraction joints of arch dams with and without shear keys are simplified to be with no-slip condition and with relative sliding condition, respectively. Based on the Lagrange multiplier method, a contact model considering the manner of independent cantilever dead load type with no-slip condition and relative sliding condition is proposed to m...

Alternative Titles

Full title

The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_069a2ee0e61d4a139755ddea057adf62

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_069a2ee0e61d4a139755ddea057adf62

Other Identifiers

ISSN

1687-8086

E-ISSN

1687-8094

DOI

10.1155/2020/4353609

How to access this item