The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T network of critical transport links, was caused by foundation scour. Scour is a common soil-structure interaction pr...The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T network of critical transport links, was caused by foundation scour. Scour is a common soil-structure interaction problem. In light of current changes in climate, increasing frequency of flooding, coupled with the increasing magnitude of these flood events, will lead to a higher risk of bridge failure. Moni- toring scour is of paramount importance to ensure the continued safe operation of the aging bridge asset network. Most monitoring regimes are based on expensive underwater instrumentation that can often be subjected to damage during times of flooding, when scour risk is at its highest. This paper presents a critical review of existing scour monitoring equipments and methodologies with a particular focus on those using the dynamic response of the structure to indicate the existence and severity of the scour phenomenon affecting the structure. A sensitivity study on a recently developed monitoring method is also undertaken.展开更多
The periodically repeated pavement irregularities and their effect on the dynamic behavior of a bridge are the subject of this paper,as well as a new point of view of how the surface roughness operates on vehicles.The...The periodically repeated pavement irregularities and their effect on the dynamic behavior of a bridge are the subject of this paper,as well as a new point of view of how the surface roughness operates on vehicles.The authors observed that the models used so far accept that the wheels are always in contact with the roughness curve.But in reality the wheels only come in contact with the peaks of the roughness curve by applying impact forces.The theoretical formulation is based on a continuous approach that has been used in literature to analyze such bridge.The procedure is carried out by the modal superposition method,while the obtained equations are solved by using Duhamel’s integrals.Important conclusions for structural design purposes can be drawn through a variety of numerical examples.展开更多
基金the support of the Earth and Natural Sciences(ENS) Doctoral Studies Programfunded by the Higher Education Authority(HEA) through the Program for Research at Third Level Institutions,Cycle 5(PRTLI-5)+1 种基金co-funded by the European Regional Development Fund(ERDF)the European Union Framework 7 project SMART RAIL(Project No.285683)
文摘The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T network of critical transport links, was caused by foundation scour. Scour is a common soil-structure interaction problem. In light of current changes in climate, increasing frequency of flooding, coupled with the increasing magnitude of these flood events, will lead to a higher risk of bridge failure. Moni- toring scour is of paramount importance to ensure the continued safe operation of the aging bridge asset network. Most monitoring regimes are based on expensive underwater instrumentation that can often be subjected to damage during times of flooding, when scour risk is at its highest. This paper presents a critical review of existing scour monitoring equipments and methodologies with a particular focus on those using the dynamic response of the structure to indicate the existence and severity of the scour phenomenon affecting the structure. A sensitivity study on a recently developed monitoring method is also undertaken.
文摘The periodically repeated pavement irregularities and their effect on the dynamic behavior of a bridge are the subject of this paper,as well as a new point of view of how the surface roughness operates on vehicles.The authors observed that the models used so far accept that the wheels are always in contact with the roughness curve.But in reality the wheels only come in contact with the peaks of the roughness curve by applying impact forces.The theoretical formulation is based on a continuous approach that has been used in literature to analyze such bridge.The procedure is carried out by the modal superposition method,while the obtained equations are solved by using Duhamel’s integrals.Important conclusions for structural design purposes can be drawn through a variety of numerical examples.
