Reliability And Effect Of Partially Restrained Wood Shear Walls,
2012
Wayne State University
Reliability And Effect Of Partially Restrained Wood Shear Walls, John Joseph Gruber
Wayne State University Dissertations
ABSTRACT
RELIABILITY AND EFFECT OF PARTIALLY RESTRAINED WOOD SHEAR WALLS
by
JOHN J. GRUBER
MARCH 2012
Advisor: Dr. Gongkang Fu
Major: Civil Engineering
Degree: Doctor or Philosophy
The prescriptive design of the most widely used residential building code in the United States, the IRC, allows the use of partially restrained wood shear walls to resist wind and seismic loads. Wind load is the most common controlling lateral design load for these structures. In contrast, the complimenting building code, the IBC, requires either a restraining dead load or a mechanical hold down device to resist overturning. To prescribe a safe structure, …
Portable Bridge Wim Data Collection Strategy For Secondary Roads,
2012
Technological University Dublin
Portable Bridge Wim Data Collection Strategy For Secondary Roads, Bernard Enright, Cathal Leahy, Eugene J. Obrien, Jennifer Keenahan
Conference papers
A common method of collecting traffic loading data across a large road network is to use a network of permanent pavement-based WIM systems. An alternative is to use one or more portable Bridge Weigh-In-Motion systems which are moved periodically between bridges on the network. To make optimum use of such a system, a suitable data collection strategy is needed to choose locations for the system. This paper describes a number of possible strategies which the authors have investigated for the National Roads Authority in Ireland. The different strategies are examined and their advantages and disadvantages compared. Their effectiveness at detecting …
Computational Benchmarks In Simulation Of Cyclic Performance Of Steel Connections Using Three Dimensional Nonlinear Finite Element Method,
2012
University of Texas at Arlington
Computational Benchmarks In Simulation Of Cyclic Performance Of Steel Connections Using Three Dimensional Nonlinear Finite Element Method, Ali Abolmaali, Mohammad Razavi, Roozbeh Kiamanesh
Civil Engineering Faculty Publications - Archive
The presented manuscript is intended to introduce accurate computational benchmarks to predict the hysteresis behavior of beam-column steel connections by means of a 3D non-linear finite element analysis. In this study, element type, inelastic material behavior, bolts pre-tensioning, and contact properties between different components of connections are discussed. Incremental nonlinear analysis takes into account all three types of nonlinearities including material, geometry, and contact properties in predicting moment-rotation hysteresis loops. A series of full-scale structural tests are performed to validate the results obtained from the finite element analyses. This study shows that cost efficient numerical analysis simulation is capable of …
Monte Carlo Simulation Of Extreme Traffic Loading On Short And Medium Span Bridges,
2012
Technological University Dublin
Monte Carlo Simulation Of Extreme Traffic Loading On Short And Medium Span Bridges, Bernard Enright, Eugene J. Obrien
Articles
The accurate estimation of site-specific lifetime extreme traffic load effects is an important element in the cost-effective assessment of bridges. A common approach is to use statistical distributions derived from weigh-in-motion measurements as the basis for Monte Carlo simulation of traffic loading. However, results are highly sensitive to the assumptions made, not just with regard to vehicle weights but also to axle configurations and gaps between vehicles. This paper presents a comprehensive model for Monte Carlo simulation of bridge loading for free-flowing traffic, and shows how the model matches results from measurements on five European highways. The model has been …
Effective Construction Schedule Management: Construction Project Monitoring With Project Performance Indicators & The Project Status Report,
2012
University of Texas at Arlington
Effective Construction Schedule Management: Construction Project Monitoring With Project Performance Indicators & The Project Status Report, Christopher Michael Totin
Civil Engineering Theses - Archive
A thorough review of construction and engineering literature was conducted to discover and organize current best practices and standards for the purpose of monitoring a construction project. The status of a construction project is a measurement of its progress and performance in terms of time, cost, and scope. Awareness of a construction project's status improves decision-making on the part of owners, engineers, contractors, and other project stakeholders. Project Performance Indicators (PPI) are metrics generated by construction project schedules that define a project's status. Project personnel must monitor critical schedule and cost data, or PPI, in order to maintain control of …
Investigation Of Co-Pyrolysis Between Sargassum Macroalgae And Polystyrene,
2012
University of Texas at Arlington
Investigation Of Co-Pyrolysis Between Sargassum Macroalgae And Polystyrene, Ketwalee Kositkanawuth
Civil Engineering Dissertations - Archive
Biomass is one source of renewable energy which helps minimize greenhouse gas (GHG) emissions, specifically carbon dioxide (CO2), since biomass utilizes CO2 via photosynthesis. Various conversion processes are applied to utilize energy from biomass, including pyrolysis. Pyrolysis is a thermal route of decomposing biomass at high temperature without the presence of oxygen. The process generates three main products including bio-oil, residue, and non-condensable gases; however, the most promising product is the biomass oil, which is in liquid form and convenient for handle and transport. Numerous studies on pyrolysis of terrestrial biomass reveal that the crude bio-oil cannot be directly used …
Modeling Leachate Bod And Cod Using Lab-Scale Reactor Landfills And Multiple Linear Regression Analysis,
2012
University of Texas at Arlington
Modeling Leachate Bod And Cod Using Lab-Scale Reactor Landfills And Multiple Linear Regression Analysis, Said Altouqi
Civil Engineering Dissertations - Archive
The increasing production of municipal solid waste is a direct consequence of the continuous growth of the world's population and economy. This fact makes protecting the environment against contamination by different kinds of waste a challenging job for engineers and decision makers. Conventional landfilling practices have sometimes failed to protect fresh water resources against leachate contamination as well as the atmosphere against greenhouse gases such as carbon dioxide and methane. Many developed countries have already taken serious steps toward moving to properly engineered, environmental friendly landfills.Landfill leachate contains organic and inorganic pollutants that have been extensively studied in the last …
The Performance Of Irish Grown Timber Composites Under Fire Conditions,
2012
Department of Civil, Structural and Environmental Engineering, Cork Institute of Technology, Cork, Ireland.
The Performance Of Irish Grown Timber Composites Under Fire Conditions, Cillian Murphy
Theses
In comparison with many European countries Ireland does not make the most effective use of its native timber. It is good economic and environmental practice to promote the more efficient utilization of this natural resource. In recent years there has been a revival in the use of timber in multi-storey construction which predominantly utilises load bearing exposed timber composite members. These timber composites are typically manufactured in Europe using European timber.
The current study investigates the viability of using Irish grown timber composites as a direct replacement in these load bearing members. The main areas of focus will be the …
An Analysis Of Dredge Material Reuse Techniques For Ireland,
2012
Department of Civil, Structural and Environmental Engineering, Cork Institute of Technology, Cork, Ireland.
An Analysis Of Dredge Material Reuse Techniques For Ireland, Colm Sheehan
Theses
This thesis examines the use and applicability of a range of dredge material management techniques for the Republic of Ireland which will ultimately assist the stakeholders in the industry in assessing the available dredge material management options. A detailed study is presented into the critical parameters required for successful implementation of a range of dredge material management options. An overview of the Irish dredging industry including current dredge material management practice is presented. This is complemented by a detailed critical analysis of the industry which identifies areas requiring development and future challenges for the dredging industry in Ireland. To further …
Lane Changing Control To Reduce Traffic Load Effect On Long-Span Bridges,
2012
Technological University Dublin
Lane Changing Control To Reduce Traffic Load Effect On Long-Span Bridges, Colin C. Caprani, Bernard Enright, Colm Carey
Conference papers
Long span bridges are critical parts of a nation’s infrastructure network and congested traffic loading is the governing form of traffic loading. Groups of trucks travelling in conveys are created when fast-er moving vehicles, such as cars, change lane. In this research the authors investigate how the control of these lane-changing events can help reduce the traffic load effects on long span bridges. Real traffic data is used to simulate a traffic stream on a virtual road and bridge using a microsimulation model. Various lane-changing restrictions are examined and compared to the typical case of free lane changing. It is …
Estimation Of Lifetime Maximum Distributions Of Bridge Traffic Load Effects,
2012
University College Dublin
Estimation Of Lifetime Maximum Distributions Of Bridge Traffic Load Effects, Eugene J. Obrien, Donya Hajializadeh, Emma Sheils, Bernard Enright
Conference papers
This paper considers the problem of assessing traffic loading on road bridges. A database of European WIM data is used to determine accurate annual maximum distributions of load effect. These in turn are used to find the probability of failure for a number of load effects. Using the probability of failure as the benchmark, traditional measures of safety – factor of safety and reliability index – are reviewed. Both are found to give inconsistent results, i.e., a given factor of safety or reliability index actually corresponds to a range of different probabilities of failure.
Frp Bond Strength Degradation: An Experimental Study Using Pull-Off Testing,
2012
Wayne State University
Frp Bond Strength Degradation: An Experimental Study Using Pull-Off Testing, Clarisse Mikami
Wayne State University Theses
ABSTRACT
FRP BOND STRENGTH DEGRADATION: AN EXPERIMENTAL STUDY USING PULL-OFF TESTING
by
CLARISSE MACHADO MIKAMI
December 2012
Advisor: Dr. Hwai-Chung Wu
Major: Civil Engineering
Degree: Master of Science
Fiber reinforced polymer (FRP) is an advanced composite material that has been employed efficiently to rehabilitate deteriorated concrete structures. Environmental factors, however, affect the durability performance of FRP. As bond at the interfacial region between FRP and concrete is essential to the overall integrity of the system, the focus of this thesis is on bond deterioration due to hot weathering conditions.
In this study, an experimental program was developed to investigate the …
Analysis And Modeling Of Roofer And Steel Worker Fall Accidents,
2012
Wayne State University
Analysis And Modeling Of Roofer And Steel Worker Fall Accidents, Hulya Cakan
Wayne State University Dissertations
" ABSTRACT "
" ANALYSIS AND MODELING OF"
" ROOFER AND STEEL WORKER FALL ACCIDENTS"
by
" Hulya Cakan"
" August 2012"
" Advisor: " Dr. Mumtaz Usmen
" Major: " Civil and Environmental Engineering
" Degree: " Doctor of Philosophy
There are more than nine million construction workers in the US. Roofers and steel workers are the highest risk construction trades according to BLS, and fall from elevation accounts for a large percentage of fatalities and injuries among the construction trades.
In this study, 2114 OSHA accident case reports involving roofers and steel workers were …
Calibration Of Microsimulation Models For
Multimodal Freight Networks,
2012
University of Nebraska–Lincoln
Calibration Of Microsimulation Models For Multimodal Freight Networks, Justice Appiah Ph.D., P.E., Bhaven Naik, Scott Sorensen
Mid-America Transportation Center: Final Reports and Technical Briefs
This research presents a framework for incorporating the unique operating characteristics of multi-modal freight networks into the calibration process for microscopic traffic simulation models. Because of the nature of heavy freight movements in US DOT Region VII (Nebraska, Iowa, Missouri, Kansas), the focus of the project is on trucks or heavy gross vehicles (HGV). In particular, a genetic algorithm (GA) based optimization technique was developed and used to find optimum parameter values for the vehicle performance model used by “Verkehr In Staedten-SIMulationmodell (VISSIM)”, a widely used microscopic traffic simulation software. At present, the Highway Capacity Manual (HCM), which is the …
Phase I Development Of An Aesthetic, Precast Concrete Bridge Rail,
2012
University of Nebraska-Lincoln
Phase I Development Of An Aesthetic, Precast Concrete Bridge Rail, Ronald K. Faller, Scott K. Rosenbaugh, Robert W. Bielenberg, Dean L. Sicking, John D. Reid
Mid-America Transportation Center: Final Reports and Technical Briefs
Precast concrete bridge rail systems offer several advantages over traditional cast-in-place rail designs, including reduced construction time and costs, installation in a wide range of environmental conditions, easier maintenance and repair, improved railing quality, and greater flexibility for aesthetic treatments. The objective of this project was to develop a precast concrete bridge rail system that met the TL-4 impact safety standards provided in MASH. The design criteria for the new bridge rail system included criteria for barrier geometry, provisions for open and closed rail options, constructability, weight limitations, segment length, design impact loads, connection of barrier segments, and connection to …
Truck Safety At Highway-Rail Grade Crossings,
2012
University of Nebraska-Lincoln
Truck Safety At Highway-Rail Grade Crossings, Aemal Khattak, Miao Gao
Mid-America Transportation Center: Final Reports and Technical Briefs
Safety at highway-rail grade crossings (HRGC) is a major concern for different agencies because increasing highway and rail traffic presents a greater risk of crashes at these locations. In 2008, there were 2,391 crashes and 523 fatalities reported at grade crossings across the U.S. Of these, 187 crashes were reported in Nebraska, including 35 involving trucks with trailers and 10 involving trucks only. At gated crossings, gate-related violations by truck drivers are a primary cause of collisions between trains and trucks. The objectives of this research were to report on the frequency and type of gate violations by truck drivers …
Assessing The Risk Of Crash For Trucks
On Onset Yellow,
2012
University of Nebraska at Lincoln
Assessing The Risk Of Crash For Trucks On Onset Yellow, Anuj Sharma Ph.D., Nathaniel P. Burnett
Mid-America Transportation Center: Final Reports and Technical Briefs
Each day, millions of signal changes to the yellow phase occur at isolated high speed intersections, when erroneous driver decisions to stop or go may often lead to a crash. Dilemma zone protection systems are typically used to control these intersections in order to ensure the safe and efficient movement of vehicles. However, traditional dilemma zone protection systems show deterioration in performance during medium to heavy traffic volume conditions, jeopardizing both the safety and efficiency of intersections. The performance of these control systems for heavy vehicles is even more greatly affected, as traditional dilemma zone boundaries were developed for passenger …
Effect Of Freeway Level Of Service And Driver
Education On Truck Driver Stress - Phase 1,
2012
University of Nebraska at Lincoln
Effect Of Freeway Level Of Service And Driver Education On Truck Driver Stress - Phase 1, Anuj Sharma Ph.D., Senem Velipasalar Ph.D., Sanjay Singh M.D., Dave Engel B.S., Sunil Gyawali Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
This research primarily deals with truck driver stress and its nature, stressors, and their mutual relationship. During the study, the different demands of driving that are related to roads, vehicle, traffic conditions, driver predisposition to stress and the surrounding environmental conditions were explored. The two distinct clusters of ―Low Stress level‖ and ―High Stress level‖ were identified in the stress distribution. The binary logistic regression method was used to relate these two conditions of stress with wide range of stressors. The result found that truck driver training was a statistically significant factor in predicting the low stress level. Other statistically …
Intellidrive Technology Based Yellow Onset
Decision Assistance System For Trucks,
2012
University of Nebraska at Lincoln
Intellidrive Technology Based Yellow Onset Decision Assistance System For Trucks, Anuj Sharma Ph.D., Nathaniel Burnett, Sepideh S. Aria Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
Erroneous decisions by drivers to stop or go at the onset of yellow can lead to incidences of premature stopping or red light running, which in turn can cause severe rear end or right angle collisions. Because trucks or busses are relatively less maneuverable, have lower available acceleration and lower comfortable deceleration rates, and have a higher line of sight than do passenger vehicles, the risk of crashes is higher for trucks than other vehicles upon stop or go situations. Dilemma zone protection systems are used at high speed intersection s to enhance safety; however, such systems are generally designed …
Cable Median Barrier Failure Analysis And Prevention,
2012
University of Nebraska-Lincoln
Cable Median Barrier Failure Analysis And Prevention, Dean L. Sicking, Cody S. Stolle
Mid-America Transportation Center: Final Reports and Technical Briefs
Cross-median crashes have been identified as one of the highest injury or fatality risk crash types. Although crossmedian crashes account for only 2% to 5% of all median crash events, they are disproportionately represented in the number and frequency of fatalities on interstate roadways. Many states have utilized cable median barriers to reduce the risk of cross-median crashes, frequently with great success. However, cable median barriers are also fixed obstacles to errant vehicles. Cable median barriers can place occupants at increased risk of severe injury or fatality if the barrier fails to adequately contain and redirect errant vehicles, resulting in …
