Effect of Creep and Shrinkage on Load Carrying Capacity of Cable Stayed Composite Girder Bridges with Segmental Cantilever Erection: Fid-Bau Portal

Effect of Creep and Shrinkage on Load Carrying Capacity of Cable Stayed Composite Girder Bridges with Segmental Cantilever Erection

Okui, Y. / Nagai, M. / Watanabe, Y. / Akiyama, N. / Japan Prestressed Concrete Engineering Association / Nihon Konkurito Kogaku Kyokai

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Effect of Creep and Shrinkage on Load Carrying Capacity of Cable Stayed Composite Girder Bridges with Segmental Cantilever Erection

Okui, Y. / Nagai, M. / Watanabe, Y. / Akiyama, N. / Japan Prestressed Concrete Engineering Association / Nihon Konkurito Kogaku Kyokai

Effect of Creep and Shrinkage on Load Carrying Capacity of Cable Stayed Composite Girder Bridges with Segmental Cantilever Erection

Okui, Y. / Nagai, M. / Watanabe, Y. / Akiyama, N. / Japan Prestressed Concrete Engineering Association / Nihon Konkurito Kogaku Kyokai

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Titel:

Effect of Creep and Shrinkage on Load Carrying Capacity of Cable Stayed Composite Girder Bridges with Segmental Cantilever Erection

Beteiligte:

Okui, Y. (Autor:in) / Nagai, M. (Autor:in) / Watanabe, Y. (Autor:in) / Akiyama, N. (Autor:in) / Japan Prestressed Concrete Engineering Association / Nihon Konkurito Kogaku Kyokai

Kongress:

1st:; Congress, Fib; Concrete structures in the 21st century ; 2002 ; Osaka, Japan

Erschienen in:

Fib; Concrete structures in the 21st century ; 11-219-11-224

Erscheinungsdatum:

01.01.2002

Format / Umfang:

209 pages

Anmerkungen:

VOL 7 of 8

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

FIB , Concrete structures , Prestressed conctete engineering

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