Time-dependent reliability of deteriorating reinforced concrete bridge decks

MG Stewart, DV Rosowsky - Structural safety, 1998 - Elsevier
A structural deterioration reliability model is developed to calculate probabilities of structural
failure (flexure) for a typical reinforced concrete continuous slab bridge. Corrosion may be …

Structural safety and serviceability of concrete bridges subject to corrosion

MG Stewart, DV Rosowsky - Journal of Infrastructure systems, 1998 - ascelibrary.org
A structural reliability analysis model is developed to include interaction between transverse
cracking, diffusion of chlorides, and corrosion initiation; influence of design specifications on …

Reliability-based assessment of ageing bridges using risk ranking and life cycle cost decision analyses

MG Stewart - Reliability Engineering & System Safety, 2001 - Elsevier
Information about present and anticipated bridge reliabilities, in conjunction with decision
models, provides a rational and powerful decision-making tool for the structural assessment …

Role of load history in reliability-based decision analysis of aging bridges

MG Stewart, DV Val - Journal of structural engineering, 1999 - ascelibrary.org
Bridges deteriorate with time due to aggressive environments and are subject to ever-
increasing traffic loads. This results in reduction of their reliability, which may eventually fall …

Detection of anomalous structural behaviour using wavelet analysis

P Moyo, JMW Brownjohn - Mechanical Systems and Signal Processing, 2002 - Elsevier
Structural health monitoring (SHM) can be defined as the continuous monitoring of a
bridge's state properties, such as static and dynamic response, in order to diagnose the …

Life‐cycle performance of RC bridges: probabilistic approach

DV Val, MG Stewart… - Computer‐Aided Civil and …, 2000 - Wiley Online Library
This article addresses the problem of reliability assessment of reinforced concrete (RC)
bridges during their service life. First, a probabilistic model for assessment of time …

Contribuição à previsão da vida útil das estruturas de concreto armado atacadas pela corrosão de armaduras: iniciação por cloretos

JJO Andrade - 2001 - lume.ufrgs.br
Atualmente observa-se que uma grande parte das estruturas de concreto armado estão
apresentando problemas relacionados à corrosão das armaduras, principalmente aquela …

Seismic fragility increment functions for deteriorating reinforced concrete bridges

P Gardoni, D Rosowsky - Structure and Infrastructure Engineering, 2011 - Taylor & Francis
Fragility increment functions are developed to estimate the seismic fragility of reinforced
concrete (RC) bridges subject to deterioration due to the onset and progression of corrosion …

[PDF][PDF] Bridges risk analysis in view of repair and maintenance by multi criteria decision making method (case study: Babolsar bridges)

MJ Taheri Amiri, G Abdollahzadeh, FR Haghighi… - International Journal of …, 2019 - ijte.ir
Bridges built from any material and having any special shape will eventually show signs of
wearing off; therefore, there are several factors in the kind and rate of such wearing off and …

[PDF][PDF] Assessment of structural condition of bridges by dynamic measurements

JMW Brownjohn, H Hao, TC Pan - … University, Applied Research …, 2001 - researchgate.net
ASSESSMENT OF STRUCTURAL CONDITION OF BRIDGES BY DYNAMIC MEASUREMENTS
Page 1 i ASSESSMENT OF STRUCTURAL CONDITION OF BRIDGES BY DYNAMIC …