Experimental Study on Creep Coefficient Effected by Prestressed Degree of Prestressed Concrete Beam: Fid-Bau Portal

Experimental Study on Creep Coefficient Effected by Prestressed Degree of Prestressed Concrete Beam

Wang, J. / Liu, L.-X. / Shang, S.-Y. / South China University of Technology

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Experimental Study on Creep Coefficient Effected by Prestressed Degree of Prestressed Concrete Beam

Wang, J. / Liu, L.-X. / Shang, S.-Y. / South China University of Technology

Experimental Study on Creep Coefficient Effected by Prestressed Degree of Prestressed Concrete Beam

Wang, J. / Liu, L.-X. / Shang, S.-Y. / South China University of Technology

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Zugriff über TIB

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Titel:

Experimental Study on Creep Coefficient Effected by Prestressed Degree of Prestressed Concrete Beam

Beteiligte:

Wang, J. (Autor:in) / Liu, L.-X. (Autor:in) / Shang, S.-Y. (Autor:in) / Li, J. / South China University of Technology

Kongress:

International Symposium, Innovation & sustainability of structures in civil engineering; Proceedings of the international symposium on innovation & sustainability of structures in civil engineering, South China University of Technology ; 2009 ; Guangzhou, China

Erschienen in:

Innovation & sustainability of structures in civil engineering; Proceedings of the international symposium on innovation & sustainability of structures in civil engineering, South China University of Technology ; 1070-1075

INNOVATION AND SUSTAINABILITY OF STRUCTURES ; 2

Erscheinungsdatum:

01.01.2009

Format / Umfang:

6 pages

Anmerkungen:

Includes bibliographical references and index; Also known as ISIS 2009

Medientyp:

Aufsatz (Konferenz)

Format: