Open Access. Powered by Scholars. Published by Universities.®
- Keyword
-
- Safety (7)
- Simulation (7)
- Structural health monitoring (6)
- Tides (5)
- DMS (4)
-
- Ramp Metering (4)
- Traffic safety (4)
- Vissim (4)
- ADCIRC (3)
- Angle (3)
- Bridges (3)
- Crash Prediction (3)
- Damage Detection (3)
- Data driven (3)
- Delay (3)
- Driving Simulator (3)
- Durability (3)
- Finite elements (3)
- Frp (3)
- Hurricanes (3)
- Hydrodynamics (3)
- ITS (3)
- Logistic regression (3)
- Machine learning (3)
- Model (3)
- Optimization (3)
- Pervious Concrete (3)
- Reliability (3)
- Storm surge (3)
- Structural Health Monitoring (3)
- Publication Year
Articles 331 - 342 of 342
Full-Text Articles in Entire DC Network
Evaluating Ramp Metering And Variable Speed Limits To Reduce Crash Potential On Congested Freeways Using Micro-Simulation, Albinder Dhindsa
Evaluating Ramp Metering And Variable Speed Limits To Reduce Crash Potential On Congested Freeways Using Micro-Simulation, Albinder Dhindsa
Electronic Theses and Dissertations
Recent research at UCF into defining surrogate measures for identifying crash prone conditions on freeways has led to the introduction of several statistical models which can flag such conditions with a good degree of accuracy. Outputs from these models have the potential to be used as real-time safety measures on freeways. They may also act as the basis for the evaluation of several intervention strategies that might help in the mitigation of risk of crashes. Ramp Metering and Variable Speed Limits are two approaches which have the potential of becoming effective implementation strategies for improving the safety conditions on congested …
Slope Stability Of Laterite Soil Embankments, Ikiensinma Gogo-Abite
Slope Stability Of Laterite Soil Embankments, Ikiensinma Gogo-Abite
Electronic Theses and Dissertations
Embankments are key elements in the infrastructural development of structures such as dams, bridges, and roads. Residual soils are generally used as fills in the construction of embankments in areas were residual soils such as laterite is the dominant soil types. Laterite soils have the characteristics of losing its shear strength with time and in fully saturated conditions and its properties varies from region to region. The soil property is influenced by the chemical composition and the environment. The binding agent iron oxide in such soils changes its composition with time and in the presence of moisture. Sudden failures of …
Quality Of Service Measures At Signalized Intersections, Kamal Goyal
Quality Of Service Measures At Signalized Intersections, Kamal Goyal
Electronic Theses and Dissertations
The concept of using qualitative measures to describe the quality of service at signalized intersections provided by different designs and controls has been discussed in numerous conferences. Such measures may include driver's comfort, convenience, anxiety, and preferences. The primary objective of this study was to demonstrate the feasibility of using the University of Central Florida's interactive driving simulator to execute several scenarios involving different unusual design and operation practices to measure the quality of service at a signalized intersection. This thesis describes the scenarios, the experiments conducted, the data collected, and analysis of results. Signalized intersections with 3 types of …
Failure Mode Identifications Of Rc Beams Externally Strengthened With, Chris O'Riordan-Adjah
Failure Mode Identifications Of Rc Beams Externally Strengthened With, Chris O'Riordan-Adjah
Electronic Theses and Dissertations
The application of carbon reinforced-fiber polymers (CFRP) to structures is a new development that is still under intense research. However, the rehabilitation or retrofit of damage reinforced concrete members by the external bonding of CFRP is becoming increasingly popular in the construction industry. The objective of the tests presented in this thesis is to study different CFRP designs on the reinforced concrete beams and compare their failure modes. The main goal is to determine the CFRP design on the reinforced concrete beams that result in a progressive and gradual failure mode with enough warning before final failure. Different CFRP designs …
Effects Of The Soil Properties On The Maximum Dry Density Obtained Fro, Andres Arvelo
Effects Of The Soil Properties On The Maximum Dry Density Obtained Fro, Andres Arvelo
Electronic Theses and Dissertations
In the construction of highways, airports, and other structures, the compaction of soils is needed to improve its strength. In 1933 Proctor developed a laboratory compaction test to determine the maximum dry density of compacted soils, which can be used for specifications of field compaction. The Compaction of soils is influenced by many factors, the most common are the moisture content, the soil type and the applied compaction energy. The objective of this research is the analysis of the maximum dry density values based on the soil classification and characterization. The method of choice in the determination of the maximum …
Detection And Evaluation Of Exisiting Pavement System With Brick Base, Karishma Desai
Detection And Evaluation Of Exisiting Pavement System With Brick Base, Karishma Desai
Electronic Theses and Dissertations
At the turn of the century, the City of Orlando initiated the "Neighborhood Horizon Program." This program involved local citizens to help improve their community resources by engaging in a process of planning where the problems associated with the communities were identified. Many residents favored to bring back the brick roads that were overlaid with asphalt concrete to provided better transportation in the mid 1900s. With majority of the neighborhood streets already bricked, removing asphalt ensured safety, served as a technique for slowing traffic, and added to the historical integrity. Since there were no official documentations available that stated the …
Two Dimensional Linear Finite Element Analysis Of Post-Tensioned Beams, Rodolfo Hutchinson
Two Dimensional Linear Finite Element Analysis Of Post-Tensioned Beams, Rodolfo Hutchinson
Electronic Theses and Dissertations
The objective of this research project was to create a Finite Element Routine for the Linear Analysis of Post-Tensioned beams using the program CALFEM® [20] developed at the division of Structural Mechanics in Lund University, Sweden. The program CALFEM and our own made files were written in MATLAB, an easy to learn and user-friendly computer language. The approach used in this thesis for analyzing the composite beam consists in embedding the steel tendons at the exact location where they intersect the concrete parent elements, without moving the concrete parent element nodes. The steel tendons are represented as one dimensional bar …
Modeling Crash Frequencies At Signalized Intersections In Central Flor, Smitha Kowdla
Modeling Crash Frequencies At Signalized Intersections In Central Flor, Smitha Kowdla
Electronic Theses and Dissertations
A high percentage of highway crashes in the United States occur at intersections. These crashes result in property damage, lost productivity, injury, and even death. Identifying intersections associated with high crash rate is very important to minimize future crashes. The purpose of this study is to develop efficient means to evaluate intersections, which may require safety improvements. The area covered by the analysis in this thesis includes Orange and Seminole Counties and the City of Orlando. The aforementioned counties and city thus represent Central Florida. Each County/City provided data that consisted of signalized intersection drawings that were either in the …
Slope Stability Analysis Of Class I Landfills With Co Disposal Of Bios, Mrutyunjay Vajirkar
Slope Stability Analysis Of Class I Landfills With Co Disposal Of Bios, Mrutyunjay Vajirkar
Electronic Theses and Dissertations
Land filling provides a major, safe, and economical disposal route for biosolids and sludges. With an expanding world, the demand for larger and higher capacity landfills is rapidly increasing. Proper analysis and design on such fills have pushed the boundaries of geotechnical engineering practice, in terms of proper identification and assessment of strength and deformation characteristics of waste materials. The engineering properties of Municipal Solid Waste (MSW) with co-disposal of biosolids and sludges with regards to moisture characteristics and geotechnical stability are of utmost importance. Significant changes in the composition and characteristics of landfill may take place with the addition …
Express Transit Service For The University Of Central Florida, Arturo J. Perez
Express Transit Service For The University Of Central Florida, Arturo J. Perez
Retrospective Theses and Dissertations
As one of the fastest growing universities in the State of Florida, the University of Central Florida (UCF) is faced with the hardships placed on higher learning institutions across the nation. The increase of students paralleled by the increase of motor vehicles on the university campus, and the shortage of funding needed to construct the necessary parking facilities to support this growth, has left the University with a big dilemma, whether to try to overcome the parking space deficit by building the needed spaces to accommodate the demand, or provide a mass transit system that would reduce the number of …
A 24-Hour Rainfall Distribution And Peak Rate Factors For Use In Southwest Florida, Geoffrey S. Dendy
A 24-Hour Rainfall Distribution And Peak Rate Factors For Use In Southwest Florida, Geoffrey S. Dendy
Retrospective Theses and Dissertations
The objectives of this research were to derive a design 24-hour duration rainfall distribution for use in southwest Florida, and peak rate factors for use in the Soil Conservation Service (SCS) unit hydrograph method for two watersheds, also in the southwest Florida area. The rainfall distribution is derived by applying a least squares polynomial curve fitting technique to National Weather Service hourly rainfall data collected in the study area. The screening criteria for data included in the curve fitting procedure are: storm duration of 18 to 26 hours, at least three inches of rainfall volume, and peak intensity period falling …
Sewer System Design For Camp Challenge And Determination Of Per Capita Wastewater Flows From Vacation Facilities, William C. Goucher
Sewer System Design For Camp Challenge And Determination Of Per Capita Wastewater Flows From Vacation Facilities, William C. Goucher
Retrospective Theses and Dissertations
A sewer system was designed for Camp Challenge of the Florida Easter Seal Society, in Mount Plymouth, Florida, of polyvinyl chloride piping. Invert elevations were tabulized and necessary fittings determined for the system. Cost estimates were also included. The sewers were designed on a per fixture basis so as not to overdesign using per capita flow rates. A literature and records search was conducted to obtain design and actual wastewater flow quantities in gallons per capita per day (gpcd). Actual flows determined from 4 camps and 11 travel trailer parks gave average values of 39 and 33 gpcd, respectively, and …