Structural Analysis and Fatigue Reliability Assessment of the Paderno Bridge-Reference-Cited by-同舟云学术

Structural Analysis and Fatigue Reliability Assessment of the Paderno Bridge

Published:2010-05 Issue:2 Volume:15 Page:109-124
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Pipinato A.¹²,Modena C.¹²

Affiliation:

1. Research Assistant, Dept. of Structural and Transportation Engineering, Univ. of Padova, via Marzolo 9–35131, Padova, Italy (corresponding author).

2. Full Professor, Dept. of Structural and Transportation Engineering, Univ. of Padova, via Marzolo 9–35131, Padova, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000037

Reference37 articles.

1. Akesson B. (1994). “Fatigue life of riveted railway bridges.” Ph.D. thesis Chalmers Univ. of Technology Göteborg Sweden.

2. Aktan A. E. Lee K. L. Naghavi R. and Hebbar K. (1994). “Destructive testing of two 80-year-old truss bridges.” Transportation Research Record . 1460 Transportation Research Board Washington D.C. 62–72.

3. Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1–4;ASCE;J. Struct. Div.,1982

4. ASTM. (2005). ASTM E1049-85 ASTM New York.

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