A direct monitoring approach for the fatigue safety verification of construction joint details in an existing post-tensioned concrete box-girder bridge-Reference-Cited by-同舟云学术

A direct monitoring approach for the fatigue safety verification of construction joint details in an existing post-tensioned concrete box-girder bridge

Published:2015-04 Issue: Volume:88 Page:189-202
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Treacy Mark A.,Brühwiler Eugen

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

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2. Failure of concrete T-beam and box-girder highway bridges subjected to cyclic loading from traffic;Sasaki;Eng Struct,2010

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4. Fatigue reliability analysis of prestressed concrete bridges;Crespo-Minguillón;J Struct Eng,1998

5. Probabilistic response of prestressed concrete bridges to fatigue;Casas;Eng Struct,1998

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3. Probabilistic reliability framework for assessment of concrete fatigue of existing RC bridge deck slabs using data from monitoring;Engineering Structures;2019-12

4. Fatigue Performance Evaluation of Existing Concrete Girder Bridges;Structural Engineering International;2018-07-03

5. An improved damage model using the construction technology of virtual load spectrum and its statistical analysis;Fatigue & Fracture of Engineering Materials & Structures;2018-04-02