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2010

Theses/Dissertations

Civil and Environmental Engineering

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Articles 271 - 284 of 284

Full-Text Articles in Engineering

An Operational Policy For A Single Vendor Multi Buyer Integrated Inventory Supply Chain System Considering Shipping Time, Chiranjit Saha Jan 2010

An Operational Policy For A Single Vendor Multi Buyer Integrated Inventory Supply Chain System Considering Shipping Time, Chiranjit Saha

LSU Master's Theses

Since its introduction, the concept of integrated inventory supply chain has received a considerable amount of attention. The majority of studies in the last three decades revealed an increase in holding cost as product moves further down the chain or up the chain. A recent study Hoque (2008) considered vendor’s setup cost and inventory holding cost. Some research also considered fixed transportation cost, which is unrealistic. This study focuses on a single-vendor, multi-buyer scenario and presents three models. First, two models illustrate the transferring of equally-sized batches. Then, a third model considers the transferring of unequally-sized batches in a lot. …


Friction And Wear At Elevated Velocities, Adam Lodygowski Jan 2010

Friction And Wear At Elevated Velocities, Adam Lodygowski

LSU Doctoral Dissertations

Severe contact stress problems generate high temperature and create thermomechanical gouging and wear due to high velocity sliding between contacting materials. The major consideration is to develop an experimental and theoretical model for the material constitutive behavior in order to better characterize and predict the internal failure surroundings the gouging and wear events and understand the physical behavior of high speed contact environment. An enhancement of an existing tribometer device developed by Philippon et al. [2004] is made up of a dynamometer ring and a load sensor that allows to apply an apparent normal force on specimens and measure frictional …


Calibration Of Resistance Factors For Axial Capacity Of Driven Pile Into Missouri Soil, Mulugeta Abay Kebede Jan 2010

Calibration Of Resistance Factors For Axial Capacity Of Driven Pile Into Missouri Soil, Mulugeta Abay Kebede

Masters Theses

"Over the past two decades the load resistance factor design (LRFD) has been accepted by the American Association for Transportation and Highway Officials (AASHTO) for the design of bridges. This approach is now gaining widespread popularity in the United States for substructure bridge design, including the design of driven pile foundations, as the states calibrate the geotechnical resistance factors for local geological conditions and practices. This study presents the geotechnical resistance factors calibrated for axially driven pile using the first-order reliability method (FORM) for the target reliability index of 2.33 and 3.0 based on 64 end-of-drives (EOD) and 22 beginning-of …


Estudio De Las Teorías De Arrastre De Fondo Sobre El Río Negro, En Un Tramo De 100 M Aguas Arriba Del Puente Tobia La Montaña, Mediante Un Modelo Físico, Astrid Julieth Peñalosa Olarte, Diana Cristina Arias Aldana Jan 2010

Estudio De Las Teorías De Arrastre De Fondo Sobre El Río Negro, En Un Tramo De 100 M Aguas Arriba Del Puente Tobia La Montaña, Mediante Un Modelo Físico, Astrid Julieth Peñalosa Olarte, Diana Cristina Arias Aldana

Ingeniería Civil

Los fenómenos propios de los ríos relacionados con el transporte de sedimentos tales como la sedimentación y la socavación han representado grandes problemas en el diseño y la construcción de estructuras a lo largo de los cauces naturales es por esto que se decide realizar este estudio en una zona donde se refleja esta problemática. La investigación comprende la cuantificación del transporte de sedimentos en la zona de estudio y su comparación con las teorías existentes mediante un modelo físico a escala. La zona de estudio escogida es el tramo del río Negro 100 metros aguas arriba del puente Tobia …


Evaluación De La Dotación Para El Diseño De Acueductos Y Alcantarillados Para Municipios Colombianos Tomando Como Base De Búsqueda El Municipio De Puente Nacional Santander, Luis Fernando Rozo Gamboa Jan 2010

Evaluación De La Dotación Para El Diseño De Acueductos Y Alcantarillados Para Municipios Colombianos Tomando Como Base De Búsqueda El Municipio De Puente Nacional Santander, Luis Fernando Rozo Gamboa

Ingeniería Civil

Para el desarrollo de la investigación se tuvo como referencia principal el RAS 2000 (Reglamento Técnico de Agua Potable y Saneamiento Básico), además se adoptaron como antecedentes algunas resoluciones con las cuales se acoge y se modifica el reglamento (RAS 2000), los cuales se presentan en la tabla 1. Para la estimación del consumo de agua de un municipio Colombiano necesario para el diseño de acueductos y alcantarillados en el país, el método de cálculo más utilizado es proporcionado por el Reglamento Técnico de Agua Potable y Saneamiento Básico. Este los explica y presenta una metodología de los parámetros de …


A Study Of Hough Transform For Weld Extraction, Rakesh Gunaseelan Jan 2010

A Study Of Hough Transform For Weld Extraction, Rakesh Gunaseelan

LSU Master's Theses

The process of joining metals is called welding. At times, selecting a poor quality material or improper usage of welding technologies may cause defects in welded joints. Some of these welded joints have to be tested nondestructively, because their failure can cause lot of damage, for instance in power plants. Radiography is a very common method for non-destructive testing of welds. It is done by certified weld inspectors who have knowledge about weld flaws, looking at the radiograph of the welded joint with naked eye. The judgment of the weld inspector can be biased; subjective, because it is dependent on …


Operational And Safety Assessment Of Joint And Conventional Lane Merge Configurations For Freeway Work Zones, Pradeep Rayaprolu Jan 2010

Operational And Safety Assessment Of Joint And Conventional Lane Merge Configurations For Freeway Work Zones, Pradeep Rayaprolu

LSU Master's Theses

Inefficient operation of traffic at work zone areas typically leads to increase in travel time delays, queue length, fuel consumption, number of forced merges, and roadway accidents. In order to improve the operational efficiency of work zones, research on freeway work zones constantly seeks to develop different lane merge control strategies, in addition to the conventional lane merge configuration, recommended by the Manual on Uniform Traffic Control Devices. This study evaluates the operational efficiency and safety benefits of a newly proposed configuration, joint lane merge (JLM), and compare its performance with the conventional lane merge (CLM) configuration. A simulation model …


Nanomechanics Of Muscovite Subjected To Nanoindentation And The Pertinent Indentation Size Effect, Hang Yin Jan 2010

Nanomechanics Of Muscovite Subjected To Nanoindentation And The Pertinent Indentation Size Effect, Hang Yin

LSU Master's Theses

Two groups of nanoindentation experiments, including repeated loading tests and monotonic loading tests, were performed on muscovite with a sharp indenter tip and loading direction normal to the basal plane. By varying the maximum load in the first group of repeated experiments, influences of the load level can be examined on the modes of nanoscale deformation and the resulting estimation of hardness and elastic modulus. The incipient kink band concept was employed to interpret the observed dispersed loading-unloading hysteresis loops by considering formation and annihilation of IKBs. Furthermore, the material’s contact stiffness behavior was characterized by comparing the normalized unloading …


Transit-Based Emergency Evacuation Modeling With Microscopic Simulation, Hana H. Naghawi Jan 2010

Transit-Based Emergency Evacuation Modeling With Microscopic Simulation, Hana H. Naghawi

LSU Doctoral Dissertations

Several recent mass evacuations, including those in advance of Hurricane Katrina in New Orleans and Hurricane Rita in Houston, have demonstrated the effects of limited planning for carless populations. The lack of planning left a significant portion of the mobility-limited population of both these cities unable to flee in advance of the storms. Since 2005 however, both of these cities (as well as others across the United States) have developed transit assisted mass evacuation plans at various levels of detail. Since these plans are relatively recent and do not have a history of experience on which to base their performance, …


Performance Of Reinforced Concrete Columns Strengthened With Fiber Reinforced Polymers Under Various Loading Conditions, Mohamed Gamal Mohamed El Sayed Jan 2010

Performance Of Reinforced Concrete Columns Strengthened With Fiber Reinforced Polymers Under Various Loading Conditions, Mohamed Gamal Mohamed El Sayed

Theses

Strengthening of reinforced concrete (RC) structures with Carbon Fiber Reinforced Polymer (CFRP) composites has been a popular subject that attracted considerable attention from researchers for the last two decades. The high specific strength, stiffness, environmental resistance, and ease of application make CFRP composites highly desirable for strengthening and rehabilitation of RC structural components.

For concentrically loaded RC members with a circular cross-section, the lateral CFRP-confinement of concrete results in a substantial increase in load capacity and ductility. CFRP-confinement is less effective for RC compression members with square and rectangular cross-sections due to stress concentration at the corners and lack of …


Low Impact Development (Lid) Structures For Groundwater Management And Watershed Protection In The Amrc10 Watershed, El Paso Texas, Ricardo Sabino Marmolejo Jan 2010

Low Impact Development (Lid) Structures For Groundwater Management And Watershed Protection In The Amrc10 Watershed, El Paso Texas, Ricardo Sabino Marmolejo

Open Access Theses & Dissertations

The AMRC10 watershed was modeled in HEC-HMS and in Green Values. Theoretical storm water conveyance and capture models were tested in these programs along with several Low environmental Impact Development features to determine their applicability and performance at this site. Lots should all be designed with all roof downspouts draining into raingardens, at least half of all lawns should be natural landscaping using local vegetation, porous pavement should be used for all driveways, sidewalks and non-street pavement and drainage to the stormwater conveyance structures should make use of drainage swales instead of storm water pipes. To manage runoff three detention …


The Relationship Between Information Technology And Construction Productivity, Dong Zhai Jan 2010

The Relationship Between Information Technology And Construction Productivity, Dong Zhai

University of Kentucky Doctoral Dissertations

Over the past decades, information technology has been impacting industries, economics, the way of life and even the culture throughout the world. Productivity has been attracting much attention as an important indicator of economics, and numerous researchers have investigated the relationship between information technology and productivity. Construction is one of the largest industries in the United States, but little research has been conducted to investigate the relationship between information technology and construction productivity.

The major objective of this dissertation is to determine the degree (if any) to which information technology usage, specifically the use of information technology to automate and …


The Effectiveness Of The Natural Resource Conservation Service (Nrcs) And Huff Rainfall Distribution Methods For Use In Detention Basin Design, Todd Wayne Dablemont Jan 2010

The Effectiveness Of The Natural Resource Conservation Service (Nrcs) And Huff Rainfall Distribution Methods For Use In Detention Basin Design, Todd Wayne Dablemont

Masters Theses

"This thesis focuses on the effectiveness of the NRCS and Huff rainfall distribution methods for use in detention basin design. This study required the use of HEC-HMS, hydrologic modeling software, in order to analyze the distribution methods. Three separate detention basins and their watersheds were modeled for this study. The watersheds were analyzed for both undeveloped and developed conditions. The parameters analyzed include detention basin inflow, detention basin outflow, watershed peak discharge, and detention basin storage capacity. The determination of detention basin effectiveness was based upon these parameters. The NRCS distribution method is widely used; however, many who use it …


Influence Of Shear Key Performance On The Fatigue Life Of Adjacent Beam Bridges, Sara Roberts Jan 2010

Influence Of Shear Key Performance On The Fatigue Life Of Adjacent Beam Bridges, Sara Roberts

All Theses

Adjacent beam bridges, such as box beams and hollow core bridges have been one of the most popular forms of precast prestressed bridges in the past. Recently, an awareness of major durability problems has led owners to make improvements to the old standards or move away from the system completely. These issues usually stem from the breakdown of the shear key which provides continuity between adjacent members. This research focuses on determining the best improvements that will reduce durability issues and increase the bridge's service life.
A review of previous research performed on adjacent beam bridges is performed, focusing on …