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Load-deflection response of high strength concrete beams pretensioned by carbon fibre reinforced polymers

Zou, P. X. W.

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Load-deflection response of high strength concrete beams pretensioned by carbon fibre reinforced polymers

Zou, P. X. W.

Load-deflection response of high strength concrete beams pretensioned by carbon fibre reinforced polymers

Zou, P. X. W.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

Ähnliche Titel

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Dokumentinformationen

Titel:

Load-deflection response of high strength concrete beams pretensioned by carbon fibre reinforced polymers

Beteiligte:

Zou, P. X. W. (Autor:in) / Seracino, R.

Kongress:

INTERNATIONAL CONFERENCE, FRP Composites in Civil Engineering; CICE 2004 ; 2004 ; Adelaide, Australia

Erschienen in:

FRP Composites in Civil Engineering; CICE 2004 ; 781-792

FRP COMPOSITES IN CIVIL ENGINEERING

Erscheinungsdatum:

01.01.2004

Format / Umfang:

12 pages

Anmerkungen:

Includes bibliographical references and index

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Fiber reinforced plastics , Reinforced concrete construction , FRP composites , Civil engineering , Fibre reinforced polymer composites , CICE

Currier, J. / Dolan, C. / O'Neil, E. et al. | British Library Conference Proceedings | 1995

Time-dependent behaviour of concrete beams pretensioned by carbon fibre-reinforced polymers (CFRP) tendons

Zou, Patrick X.W. | Online Contents | 2007

Time-dependent behaviour of concrete beams pretensioned by carbon fibre-reinforced polymers (CFRP) tendons

Zou, Patrick X.W. / Shang, Shouping | Elsevier | 2007

Time-dependent behaviour of concrete beams pretensioned by carbon fibre-reinforced polymers (CFRP) tendons

Zou, P. X. / Shang, S. / International Institute for FRP in Construction | British Library Conference Proceedings | 2007

Time-dependent behaviour of concrete beams pretensioned by carbon fibre-reinforced polymers (CFRP) tendons

Zou, Patrick X.W. / Shang, Shouping | Elsevier | 2006

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