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Articles 91 - 120 of 123
Full-Text Articles in Structural Engineering
Acceleration Based Bridge Weigh In Motion Using Moving Force, Shou Wang, Daniel Mccrum, Eugene O'Brien
Acceleration Based Bridge Weigh In Motion Using Moving Force, Shou Wang, Daniel Mccrum, Eugene O'Brien
Civil Engineering Research in Ireland 2020
Measuring vehicle axles weights is an important method to control traffic and monitor infrastructure. Traditional methods of measuring the static weight of vehicles at a weigh station is disruptive and time consuming. It is more cost effective and efficient to indirectly measure moving vehicle weights crossing a bridge. The weigh-in-motion concept, first proposed by Moses (1979) is an algorithm that uses measured bridge structural response (deflection, strain, …) due to passing vehicles to and a theoretical response. Moving Force identification (MFI) is a variation of the dynamic WIM algorithm that gives a force time history as a vehicle passes the …
Wind Power Prediction And Early Downtime Detection For Ireland, Vikram Pakrashi, Basuraj Bhowmik, Juan Manuel González-Sopeña, Paul Mucchielli, Bidisha Ghosh
Wind Power Prediction And Early Downtime Detection For Ireland, Vikram Pakrashi, Basuraj Bhowmik, Juan Manuel González-Sopeña, Paul Mucchielli, Bidisha Ghosh
Civil Engineering Research in Ireland 2020
Wind energy must be commercially competitive to be economically sustainable. Existing wind farms in Ireland must be more efficient to meet the 2009 EU Renewable Energy Directive target of 7% of total energy demand from onshore wind energy farms, which is 45% of the total national renewable energy target of 16%. WindPearl - a Sustainable EnergyAuthority of Ireland (SEAI) funded project is currently looking into improvin operations & maintenance (O&M) of onshore wind turbine farms in Ireland.
Application Of The Iec Technical Specification For Assessment Of Wave Energy Resource: A Case Study From The West Coast Of Ireland, Iulia Anton, Stephen Nash
Application Of The Iec Technical Specification For Assessment Of Wave Energy Resource: A Case Study From The West Coast Of Ireland, Iulia Anton, Stephen Nash
Civil Engineering Research in Ireland 2020
There is significant interest globally in harnessing our ocean wave energy resource, estimated at approximately 30,000 TWh/year. The key to this is understanding the resource. The International Electrotechnical Commission (IEC) has developed a technical specification for the evaluation of wave energy resource, IEC-TS 62600- 101: Wave energy resource assessment and characterization. This research applies the IEC standard for a resource characterization study of the Atlantic Marine Energy Test Site on the west coast of Ireland. A key focus is the comparison of the detailed IEC validation approach using scatter diagrams with the traditional timeseries validation approach. Coarse (0.005°) and fine …
A Review Of Vision Based Methods For Pothole Detection And Road Profile Analysis, Darragh Lydon, Su Taylor, Myra Lydon, Julia Early
A Review Of Vision Based Methods For Pothole Detection And Road Profile Analysis, Darragh Lydon, Su Taylor, Myra Lydon, Julia Early
Civil Engineering Research in Ireland 2020
This paper is an overview of the development and application of Computer Vision for the detection of pothole, pavement distress and road profile analysis and categorisation. A brief explanation of the traditional methods for determining these factors is given, followed by a chronological description of the evolution and the challenges of using Computer Vision (CV) approaches to determine these conditions. The paper is separated into sections aligned to image capture and analysis methodologies. Qualitative evaluations and comparison of these methods have been provided along with the proposal of guidelines for new computer vision-based road analysis systems.
Analysis And Optimisation Of Tii’S Pams Reset Values And Deterioration Models For Irish Pavement Conditions, James Quinn, Raymond Mcgowan, Tomas O'Flaherty
Analysis And Optimisation Of Tii’S Pams Reset Values And Deterioration Models For Irish Pavement Conditions, James Quinn, Raymond Mcgowan, Tomas O'Flaherty
Civil Engineering Research in Ireland 2020
Ireland has a national road network of approximately 5300km that is managed by Transport Infrastructure Ireland (TII). TII create yearly pavement maintenance and renewal programs from the operation of a Pavement Asset Management System (PAMS). Accurate pavement deterioration models and reset values are an essential part of PAMS and are required for life cycle cost analysis (LCCA). Pavement maintenance and renewal schemes are prioritised based on the LCCA's largest benefit to cost ratio, and therefore optimise the annual pavement maintenance and renewal budget. Currently, TII implement pavement deterioration models and reset values from Austria's and Belgium's PAMS, and are not …
Winter Maintenance On The Irish Road Network, Hugh Mcconnell, Brian Mccann
Winter Maintenance On The Irish Road Network, Hugh Mcconnell, Brian Mccann
Civil Engineering Research in Ireland 2020
Winter maintenance relates to those activities undertaken where the objective is to minimise the impact of frost, ice or snow on the travelling public. The responsibility for winter maintenance of all roads in Ireland currently rests with local authorities and Transport Infrastructure Ireland (TII) (Formerly the NRA) on behalf of the Department of Transport, Tourism and Sport (DTTaS), (DTTaS, 2017). The aim of the study was to examine current winter maintenance practices undertaken in Ireland by local authorities and the Motorway Maintenance and Renewals Contracts (MMaRC) contractors and examine the potential financial, operational and environmental benefits if pre-wet and brine …
A Review Of Vision Based Methods For Pothole Detection And Road Profile Analysis, Darragh Lydon, S. E. Taylor, Myra Lydon, Julia Early
A Review Of Vision Based Methods For Pothole Detection And Road Profile Analysis, Darragh Lydon, S. E. Taylor, Myra Lydon, Julia Early
Civil Engineering Research in Ireland 2020
This paper is an overview of the development and application of Computer Vision for the detection of pothole, pavement distress and road profile analysis and categorisation. A brief explanation of the traditional methods for determining these factors is given, followed by a chronological description of the evolution and the challenges of using Computer Vision (CV) approaches to determine these conditions. The paper is separated into sections aligned to image capture and analysis methodologies. Qualitative evaluations and comparison of these methods have been provided along with the proposal of guidelines for new computer vision-based road analysis systems.
Winter Maintenance On The Irish Road Network, Hugh Mcconnell, Brian Mccann
Winter Maintenance On The Irish Road Network, Hugh Mcconnell, Brian Mccann
Civil Engineering Research in Ireland 2020
Winter maintenance relates to those activities undertaken where the objective is to minimise the impact of frost, ice or snow on the travelling public. The responsibility for winter maintenance of all roads in Ireland currently rests with local authorities and Transport Infrastructure Ireland (TII) (Formerly the NRA) on behalf of the Department of Transport, Tourism and Sport (DTTaS), (DTTaS, 2017). The aim of the study was to examine current winter maintenance practices undertaken in Ireland by local authorities and the Motorway Maintenance and Renewals Contracts (MMaRC) contractors and examine the potential financial, operational and environmental benefits if pre-wet and brine …
Modelling The Thermal Behaviour Of A Precast Pcm Enhanced Concrete Cladding Panel, Dervilla Niall, Roger P. West, Oliver Kinnane, Richard Hegarty
Modelling The Thermal Behaviour Of A Precast Pcm Enhanced Concrete Cladding Panel, Dervilla Niall, Roger P. West, Oliver Kinnane, Richard Hegarty
Civil Engineering Research in Ireland 2020
According to the World Business Council for Sustainable Development there is currently a stock of more than 80 million buildings in Europe built between 1950 and 1975, a period during which energy performance was not considered in building design. To enable governments to comply with the European Directive 2010/31/EU on the energy performance of buildings, strategies are required to improve the energy efficiency of these buildings. Using the mass of a building to store or dissipate heat can reduce the demand on the auxiliary heating and/or cooling systems and hence reduce the overall energy demand of the building.
Previous research …
Analysis And Design Of A Novel Heavy-Duty Precast Element, Daniel Naughton, Michael Naughton, Michael O'Sullivan, Suhaib Salawdeh
Analysis And Design Of A Novel Heavy-Duty Precast Element, Daniel Naughton, Michael Naughton, Michael O'Sullivan, Suhaib Salawdeh
Civil Engineering Research in Ireland 2020
Window sills are common to most buildings. In Ireland, concrete is the most popular material used for external sills. A standard one-metre concrete window sill weighs about 70kg. While external window sills are required to have sufficient capacity to resist damage during transportation and loading, they are non-structural elements. Therefore, there is no need for their high selfweight. This project looks to redesign concrete window sills to make them lighter. Decreasing the amount of concrete used in each sill would significantly reduce their self-weight. This would make concrete window sills more manageable in terms of transportation and installation. Two design …
Development And Localisation Of Ultra High Performance Concrete Using A Particle Packing Model, William Wilson, Tomas O'Flaherty
Development And Localisation Of Ultra High Performance Concrete Using A Particle Packing Model, William Wilson, Tomas O'Flaherty
Civil Engineering Research in Ireland 2020
Ultra-high performance fibre reinforced concrete (UHPFRC) is used worldwide to improve the structural performance of infrastructure such as bridges, extend their working life and reduce environmental impact. As a result thinner structures are constructed leading to reductions in the structure’s self-weight and the volume of concrete and natural raw aggregates used in their construction. A drawback to UHPFRC is that it results in a significant rise in initial costs over normal and even high performance concretes, and it has very high binder contents, which in some cases is greater than 1100kg/m3. Therefore, the cost-efficiency and sustainability of this …
Composite Behaviour Of Wide Sandwich Panels With High Performance Concrete Thin Wythes With And Without Thermomass Shear Connectors, Jagoda Lipczynska, Roger P. West, Michael Grimes, Dervilla Niall, Oliver Kinnane, Richard Hegarty
Composite Behaviour Of Wide Sandwich Panels With High Performance Concrete Thin Wythes With And Without Thermomass Shear Connectors, Jagoda Lipczynska, Roger P. West, Michael Grimes, Dervilla Niall, Oliver Kinnane, Richard Hegarty
Civil Engineering Research in Ireland 2020
To partly address the future sustainability of energy use in buildings, there is a program in Europe to retrofit domestic and commercial buildings with non-load bearing insulated re-cladding and over-cladding panels. Recent research work has shown that limited composite action is possible depending on the type of non-conductive shear connector and the stiffness of the insulation between the inner and outer wythes. This paper reports on the mix design development to develop high strength 20mm thick wythes and the manufacture of sandwich panels with five silicone-bonded layers of XPS insulation, making up a panel which is 220mm thick. These model …
2-D Non-Linear Finite Element Analysis Of Folsom Dam: Seismically Induced Separation And Pore Pressure Along The Soil-Concrete Interface, Grace Amoussou
2-D Non-Linear Finite Element Analysis Of Folsom Dam: Seismically Induced Separation And Pore Pressure Along The Soil-Concrete Interface, Grace Amoussou
Master of Science in Civil Engineering Theses
The seismic soil-concrete interface stability of composite dams has been an area of interest to many researchers. However, the true interface behavior during a seismic event has not been well understood. During a ground shaking, bonding and de-bonding action along the interface may cause significant separation of soil and concrete surfaces, and such a separation may take place at any depth along the interface creating a stability concern for the overall dam. Moreover, the repetitive nature of bonding/debonding behavior may induce excess pore pressure along the interface, which in turn, may trigger a liquefaction failure or a hydraulic fracture in …
Civil Engineering Research In Ireland 2020: Conference Proceedings, Kieran Ruane, Vesna Jaksic, Bidisha Ghosh, Magdalena Hajdukiewicz, Ciaran Hanley, Niall Holmes, Jennifer Keenahan, Zili Li, Patrick Mcgetrick, Ted Mckenna, Mary Moloney, Vikram Pakrashi, Niamh Power
Civil Engineering Research In Ireland 2020: Conference Proceedings, Kieran Ruane, Vesna Jaksic, Bidisha Ghosh, Magdalena Hajdukiewicz, Ciaran Hanley, Niall Holmes, Jennifer Keenahan, Zili Li, Patrick Mcgetrick, Ted Mckenna, Mary Moloney, Vikram Pakrashi, Niamh Power
Publications
Civil Engineering Research in Ireland 2020: Conference Proceedings.
Structural Vulnerability Of Coastal Bridges Under Extreme Hurricane Conditions, Arturo Montoya, Adolfo Matamoros, Firat Testik, Reza Nasouri, Adnan Shahriar, Arsalan Majlesi
Structural Vulnerability Of Coastal Bridges Under Extreme Hurricane Conditions, Arturo Montoya, Adolfo Matamoros, Firat Testik, Reza Nasouri, Adnan Shahriar, Arsalan Majlesi
Data
Corresponding data set for Tran-SET Project No. 18STTSA04. Abstract of the final report is stated below for reference:
"This work presents the results of a numerical study evaluating the response of coastal bridges due to hurricane-induced waves. The analyses were conducted using the Coupled Eulerian-Lagrangian (CEL) approach, available on the commercial finite element software Abaqus, which allows modeling the interaction between water and the bridge. The work concentrated on (1) establishing an approach for modeling the desired wave characteristics (i.e., wave height, and frequency) within the CEL simulation, (2) conducting simulations using actual bridge dimensions of historically damaged bridges, (3) …
Structural Vulnerability Of Coastal Bridges Under Extreme Hurricane Conditions, Arturo Montoya, Adolfo Matamoros, Firat Testik, Reza Nasouri, Adnan Shahriar, Arsalan Majlesi
Structural Vulnerability Of Coastal Bridges Under Extreme Hurricane Conditions, Arturo Montoya, Adolfo Matamoros, Firat Testik, Reza Nasouri, Adnan Shahriar, Arsalan Majlesi
Publications
This work presents the results of a numerical study evaluating the response of coastal bridges due to hurricane-induced waves. The analyses were conducted using the Coupled Eulerian-Lagrangian (CEL) approach, available on the commercial finite element software Abaqus, which allows modeling the interaction between water and the bridge. The work concentrated on (1) establishing an approach for modeling the desired wave characteristics (i.e., wave height, and frequency) within the CEL simulation, (2) conducting simulations using actual bridge dimensions of historically damaged bridges, (3) analyzing a range of foundation flexibilities to determine its effect on the uplift and shear forces acting on …
Urban Underground Infrastructure Monitoring Iot: The Path Loss Analysis, Abdul Salam, Syed Shah
Urban Underground Infrastructure Monitoring Iot: The Path Loss Analysis, Abdul Salam, Syed Shah
Computer Information Technology Faculty Publications
The extra quantities of wastewater entering the pipes can cause backups that result in sanitary sewer overflows. Urban underground infrastructure monitoring is important for controlling the flow of extraneous water into the pipelines. By combining the wireless underground communications and sensor solutions, the urban underground IoT applications such as real time wastewater and storm water overflow monitoring can be developed. In this paper, the path loss analysis of wireless underground communications in urban underground IoT for wastewater monitoring has been presented. It has been shown that the communication range of up to 4 kilometers can be achieved from an underground …
Unl-Cc Outdoor Education Center Master Plan, Marie Wagner
Unl-Cc Outdoor Education Center Master Plan, Marie Wagner
Honors Program: Senior Projects (Public)
The following report contains the work done by the group Griswold Engineering in completion of the Senior Design requirements for Civil Engineering and the Honors Requirements of the Project Manager. As the project manager, my job was to organize the project as a whole and to work alongside the Structural Engineer on the project. One of the main problems to overcome was the division of labor amongst the group. The project was originally conceived as a group project with one project manager and five other students to serve as the project engineers in each subdiscipline. Since this group only had …
Civil Engineering Design Of Cornhusker Council's Outdoor Education Center, Kelly Weiler
Civil Engineering Design Of Cornhusker Council's Outdoor Education Center, Kelly Weiler
Honors Program: Senior Projects (Public)
A team of geotechnical, structural, hydraulic, environmental, and transportation experts collaborated to provide engineering solutions to the Cornhusker Council in an effort to solve the current problems facing their Outdoor Education Center. This results of this project provided the structural design of three bridges on the property, transportation plans for two parking lots and roadway design, geotechnical recommendations for soil testing and erosion prevention, and an environmental and hydraulic analysis of the property. A major challenge in the design of this project is the consideration of the dangers and regulations that accompany the floodway and floodplain regions on site. Various …
Testing And Development Of Pre-Stressed Cfrp Retrofit Strategies For Controlling Fatigue Cracking In Steel Waterway Lock Gate Structures, Maggie Langston
Testing And Development Of Pre-Stressed Cfrp Retrofit Strategies For Controlling Fatigue Cracking In Steel Waterway Lock Gate Structures, Maggie Langston
Graduate Theses and Dissertations
Steel waterway lock gates across the national inland waterway transportation network are reaching and exceeding their intended service life, often experiencing component failures that lead to service interruptions. Unscheduled maintenance and repair of lock gates can be expensive and cause economic ripples throughout the entire inland waterway network. These lock gate component failures are often caused by fatigue cracking from repeated loading during operation. This thesis develops and tests a prestressed carbon fiber reinforced polymer (CFRP) fatigue retrofit for controlling fatigue demands within lock gate components. The study expands upon a recent analytical work by Lozano (2017) by experimentally investigating …
Systematic Review For Water Network Failure Models And Cases, Yufei Gao
Systematic Review For Water Network Failure Models And Cases, Yufei Gao
Graduate Theses and Dissertations
As estimated in the American Society of Civil Engineers 2017 report, in the United States, there are approximately 240,000 water main pipe breaks each year. To help estimate pipe breaks and maintenance frequency, a number of physically-based and statistically-based water main failure prediction models have been developed in the last 30 years. Precious review papers focused more on the evolution of failure models rather than modeling results. However, the modeling results of different models applied in case studies are worth reviewing as well.
In this review, we focus on research papers after Year 2008 and collect latest cases without repetition. …
Bicp Global Bim Study - Lessons For Ireland’S Bim Programme, Barry Mcauley, Alan Hore, Roger West
Bicp Global Bim Study - Lessons For Ireland’S Bim Programme, Barry Mcauley, Alan Hore, Roger West
Reports
The Construction IT Alliance (CitA) has been promoting the benefits of digitisation in the construction and engineering industry in Ireland since its formation back in 2002. Whilst the Alliance has always strived to ensure that its members are exposed to a wide spectrum of contemporary digital tools and processes, the concept of Building Information Modelling (BIM) has dominated the focus of its activities over the past five years.
BIM can be described as a digital tool that facilitates everybody to better understand a building or structure through the use of a digital model which draws on a range of data …
Air Injection As A Scour Countermeasure At Bridge Piers, Ravi Teja Reddy Tippireddy
Air Injection As A Scour Countermeasure At Bridge Piers, Ravi Teja Reddy Tippireddy
Dissertations, Master's Theses and Master's Reports
Local scour is a major cause of concern for the stability of bridge piers and the safety of the public using the bridges. Structural countermeasures and flow-altering devices have been developed to deal with local scour. Many armoring structural countermeasures are very effective and efficient in clear water conditions but are susceptible to moving bed forms and leaching. The flow-altering devices are effective in both clear water conditions and moving bed forms, but are prone to clogging, less efficient in changing flow direction, etc. This study aims to reduce the local scour by injecting air in order to reduce the …
Folsom Dam Auxiliary Spillway – Design Innovations And Construction Lessons Learned, C. Y. Wan, C. M. Nolan
Folsom Dam Auxiliary Spillway – Design Innovations And Construction Lessons Learned, C. Y. Wan, C. M. Nolan
International Symposium on Hydraulic Structures
The new Folsom Dam Auxiliary Spillway gated Control Structure, part of the overarching Joint Federal Project, was recently completed. To make operation and maintenance activities for this activity more user-friendly, this project implemented innovative designs, and a select few related to the tainter gate (seals, dogging system, and anchor inspection access) are presented in this paper. This project also provided additional monitoring capacity to the trunnion anchors, both during and post-construction, both physical and data, with great results. Further, this paper discusses some lessons learned on tainter gate specifications during gate construction and installation. Building and bridge construction specifications were …
State-Of-The-Practice Review Of Maintenance Closure Structures For Large Spillway Gates, C. M. Johnson, R. T. Indri, F. G. Snider, S. M. Planck, K. F. De Lapp
State-Of-The-Practice Review Of Maintenance Closure Structures For Large Spillway Gates, C. M. Johnson, R. T. Indri, F. G. Snider, S. M. Planck, K. F. De Lapp
International Symposium on Hydraulic Structures
Maintenance, remediation, and inspection of large spillway gates are best performed in a dry, dewatered state due to reduced overall cost, worker safety, and improved work quality. Provision for gate dewatering has become a key design consideration for new spillways. Unfortunately, many existing spillways were not originally constructed with gate dewatering capabilities. Therefore, maintenance and inspection work has often been scheduled during planned drawdowns or seasonally low reservoir levels. However, for operators of hydroelectric, flood control, water supply, and multi-purpose dams, artificial drawdowns can significantly impact operations, flood protection, downstream habitat, and revenue generation. Aging gates deteriorate and require significant …
Storm Damage - Floating Culverts, Dale Sedler, Mark Bailey
Storm Damage - Floating Culverts, Dale Sedler, Mark Bailey
Purdue Road School
A review of buoyancy issues culverts experience due to blockage. Includes discussion of blockage due to floating debris and issues with multiple culverts. Provides information on characteristics that help to determine if a culvert has "floated."
Conference Proceedings, Blake Tullis, Robert Jansson
Conference Proceedings, Blake Tullis, Robert Jansson
International Junior Researcher and Engineer Workshop on Hydraulic Structures
No abstract provided.
Augusta Me: The New Bridge Begets A New Planned Neighborhood, Molly Pulsifer, Richard Barringer
Augusta Me: The New Bridge Begets A New Planned Neighborhood, Molly Pulsifer, Richard Barringer
Planning
Construction of a new Third Bridge over the Kennebec River in Augusta offered the prospect of a new and handsome gateway to the city. Further, the resulting change in traffic patterns offered the City the chance to plan for a pattern of development quite different from what the city had experienced for the past half-century. The case study describes the planning and construction of the new bridge and corridors that re-routed traffic out of Augusta’s downtown and older neighborhoods, and created the opportunity for planned development adjacent to the corridor created by the new bridge. It goes on to describe …
Advanced Water Distribution Modeling And Management, Thomas M. Walski, Donald V. Chase, Dragan A. Savic, Walter Grayman, Stephen Beckwith, Edmundo Koelle
Advanced Water Distribution Modeling And Management, Thomas M. Walski, Donald V. Chase, Dragan A. Savic, Walter Grayman, Stephen Beckwith, Edmundo Koelle
Civil and Environmental Engineering and Engineering Mechanics Faculty Publications
Advanced Water Distribution Modeling and Management builds on Haestad Press’ Water Distribution Modeling book. Addressing the modeling process from data collection to application, Advanced Water Distribution Modeling and Management adds extensive material from an international team of experts from both academia and consulting firms and includes topics such as:
- In-depth coverage of optimization techniques for model calibration, system design, and pump operations.
- Advanced water quality modeling topics including tank mixing, water quality solution algorithms, sampling techniques, tracer studies, tank design, and maintenance of adequate disinfectant residuals.
- Integration of SCADA systems with water distribution modeling for estimating model demands, initial conditions, …
Water Distribution Modeling, Thomas M. Walski, Donald V. Chase, Dragan A. Savic
Water Distribution Modeling, Thomas M. Walski, Donald V. Chase, Dragan A. Savic
Civil and Environmental Engineering and Engineering Mechanics Faculty Publications
To effectively use water distribution models, the engineer must be able to link knowledge of basic hydraulic theory and the mechanics of the program with that of the operation of real-world systems. Water Distribution Modeling does just that.
Written by industry experts, it provides a practical resource for engineers and modelers that goes well beyond being a how-to guide for typing data into a computer program. It contains straightforward answers to common questions related both to modeling and to distribution systems in general.
This textbook walks the practicing engineer or student through the modeling process from start to finish — …