Time-Variant Structural Performance of the Certosa Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Time-Variant Structural Performance of the Certosa Cable-Stayed Bridge

Published:2006-08 Issue:3 Volume:16 Page:235-244
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Biondini Fabio¹,Frangopol Dan M.²³,Malerba Pier Giorgio¹

Affiliation:

1. Politecnico di Milano, Milan, Italy

2. F. R. Khan Endowed Chair of Structural Engineering and Architecture, Lehigh University, Bethlehem, Pennsylvania, USA

3. University of Colorado, Boulder, Colorado, USA

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686606778026529

Reference7 articles.

1. CEB. Durable Concrete Structures – Design Guide, T. Telford, 1992.

2. Biondini, F.; Frangopol, D. M.; and Malerba, P. G. Reliability Analysis of a Cable-Stayed Bridge with Damaged Pylons. 9th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability. Albuquerque (NM), USA, July 26–28, 2004.

3. Biondini, F.; Frangopol, D. M.; and Malerba, P. G. Lifetime Probabilistic Performance of a Rehabilitated Cable-Stayed Bridge. 4th International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems. Cocoa Beach (FL), USA, May 8–11, 2005.

4. Martinez y Cabrera, F. Collected Papers – In memory of Francesco Martinez Y Cabrera, Politecnico di Milano, 421-426, 2002 (reprinted from L’Industria Italiana del Cemento, 643, 1990), 427-436 (reprinted from Proceedings of Giornate AICAP, 1993).

5. Martinez y Cabrera, F.; Malerba, P. G.; Bontempi, F.; and Biondini, F. Creep Effects on Prestressed Cable Stayed Bridges. 7-th International Conference on Computing in Civil and Building Engineering, 1, Seoul, August 19–21, 1997, pp. 467–472.

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