Reliability Analysis of Existing Reinforced Concrete Bridges for Serviceability Limit State of Maximum Crack Width: Fid-Bau Portal

Reliability Analysis of Existing Reinforced Concrete Bridges for Serviceability Limit State of Maximum Crack Width

Sun, X. / Wang, H. / Huang, C.

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Reliability Analysis of Existing Reinforced Concrete Bridges for Serviceability Limit State of Maximum Crack Width

Sun, X. / Wang, H. / Huang, C.

Reliability Analysis of Existing Reinforced Concrete Bridges for Serviceability Limit State of Maximum Crack Width

Sun, X. / Wang, H. / Huang, C.

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Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

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Titel:

Reliability Analysis of Existing Reinforced Concrete Bridges for Serviceability Limit State of Maximum Crack Width

Beteiligte:

Sun, X. (Autor:in) / Wang, H. (Autor:in) / Huang, C. (Autor:in) / Li, A.

Kongress:

International Conference on Health Monitoring of Structure, Material and Environment ; 2007 ; Nanjing, China

Erschienen in:

International Conference on Health Monitoring of Structure, Material and Environment ; 976-982

PROCEEDINGS OF INTERNATIONAL CONFERENCE ON HEALTH MONITORING OF STRUCTURE, MATERIAL AND ENVIRONMENT ; 2

Erscheinungsdatum:

01.01.2007

Format / Umfang:

7 pages

ISBN:

9787564109585 , 7564109580

Medientyp:

Aufsatz (Konferenz)

Format:

Sprache:

Englisch

Schlagwörter:

Structural engineering , Building materials , Environmental monitoring

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