Mark Anthony Treacy
École Polytechnique Fédérale de Lausanne
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Publication
Featured researches published by Mark Anthony Treacy.
Structure and Infrastructure Engineering | 2014
Mark Anthony Treacy; Eugen Brühwiler; Colin Christopher Caprani
In recent years, monitoring has offered a viable complement or even alternative to traditional analytical safety verification approaches. However, there still remains a lack of guidance for the use of monitored data in safety verification work. Limited resources often necessitate relatively short time frames for safety verification of problematic bridges. While the duration of monitoring is always an important consideration, it is rarely examined explicitly in terms of its influence on the predicted characteristic action effects. This work gives a novel approach for determining if a monitoring regime is sufficiently long to obtain a reliable extreme value estimate of the action effect. A case study of a highway bridge in Switzerland, with one year of continuous high-frequency measurements, is used to exemplify the approaches developed. The focus is on direct measurement of the traffic action effects in the bridges deck slab reinforcement. A comprehensive statistical approach for determination of site-specific, element-specific extreme traffic action effects is presented.
IABSE, International Association for Bridge and Structural Engineering | 2013
Mark Anthony Treacy; Eugen Brühwiler
The need to maximise the lifetime of existing road bridges necessitates clear and efficient tools for engineers to perform structural safety verifications based on monitored data. This study develops methodologies for ultimate limit safety (ULS) verification of reinforced concrete elements using directly measured action effects. The paper incorporates results from a prestressed concrete highway bridge in Switzerland equipped with a structural health monitoring (SHM) system. The design considerations for the monitoring regime are presented. Estimates of the extreme traffic action effects for a given return period are obtained from daily block maxima results using a generalised extreme value approach. A number of factors are found to have a significant effect on the observed results, most notably the duration of monitoring.
Journal of Bridge Engineering | 2015
Xiao-Yi Zhou; Mark Anthony Treacy; Franziska Schmidt; Eugen Brühwiler; François Toutlemonde; Bernard Jacob
Journal of Civil Structural Health Monitoring | 2015
Mark Anthony Treacy; Eugen Brühwiler
Engineering Structures | 2015
Mark Anthony Treacy; Eugen Brühwiler
Proceedings Bridge Maintenance, Safety, Management, Resilience and Sustainability | 2012
Mark Anthony Treacy; Eugen Brühwiler
ESREL 2011- Advances in Safety, Reliability and Risk Management | 2011
Mark Anthony Treacy; Eugen Brühwiler
IABSE Symposium Report | 2015
Mark Anthony Treacy; Eugen Brühwiler
IABSE Conference | 2015
Mark Anthony Treacy; Eugen Brühwiler
ASCE Journal of Bridge Engineering | 2015
Xiao-Yi Zhou; Mark Anthony Treacy; Franziska Schmidt; Eugen Brühwiler; François Toutlemonde; Bernard Jacob