Civil and Environmental Engineering Commons^™

Introduction, Roger A. Laboube, Wei-Wen Yu

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

No abstract provided.

Structural Behaviour Of High Strength Cold-Formed Steel Z Purlins With Overlaps, K. F. Chung, H. C. Ho

CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)

No abstract provided.

Assessment Of The Tube Suction Test For Identifying Non-Frost-Susceptible Soils Stabilized With Cement, Amy Lyn Crook

Theses and Dissertations

Frost heave is a primary mechanism of pavement distress in cold regions. The distress exhibited is dependent on the frost susceptibility of the soil within the depth of frost penetration, the availability of subsurface water, and the duration of freezing surface temperatures. Cement stabilization is one technique used to mitigate the effects of frost heave. The tube suction test (TST) is one possible method for determining the frost susceptibility of soils in the laboratory. The purpose of this research was to assess the utility of the TST for identifying non-frost-susceptible (NFS) materials stabilized with cement. This research investigated two aggregate …

Lagrangian Mixing In Decaying Stably Stratified Turbulence, Subhas K. Venayagamoorthy, Derek D. Stretch

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

Direct numerical simulations are used to study mixing and dispersion in decaying stably stratified turbulence from a Lagrangian perspective. The change in density of fluid particles owing to small-scale mixing is extracted from the simulations to provide insight into the mixing process. These changes are driven by temporally and spatially intermittent events that are strongly suppressed as the stratification increases and overturning motions disappear. This occurs for times Nt > 2π i.e. after one buoyancy period, where N is the buoyancy frequency. The role of small-scale mixing processes in the density (or buoyancy) flux is analyzed. After an initial transient, we …

Seismic Retrofit Of Ciss Pile Bent Cap Connections, Michael C. Lubiewski, Pedro Franco Silva, Genda Chen

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

Three 4/5-scale units were cast, retrofitted, and tested under simulated seismic loads. These units were built to model a bridge bent consisting of a cast in place steel shell (CISS) column foundation shaft and a bent cap configured to form a tee connection. Each unit was retrofitted in the column, bent cap, and their connection according to current seismic design standards. The main objective was to ensuring ductile performance under lateral loads.

Specific seismic improvements made to the column and the bent cap system were: (1) the moment capacity of the column was reduced by cutting a portion of the …

Ole Miss Engineer 2006

Ole Miss Engineer

No abstract provided.

Expressions For Bond Stress Of A Tension Splice In Steel Reinforced Concrete, Jkumar Gopalarathnam

Civil Engineering Theses - Archive

The aim of the research is to develop expressions for the bond stress at a tension splice in reinforced concrete. Many experiments have been conducted inorder to ascertain the relationship between appropriate variables and develop an expression to evaluate the bond stress. The scope of this research is to use existing experimental data to establish a relation and develop an expression. Before the preprocessing begins, the data are organized into different categories such as bottom, top and side bars, and bars with transverse reinforcement. The existing experimental data is evaluated for statistical validation. It is then subjected to individual and …

Investigation Of Cause Of Cracked Stringer On The Blanchette Bridge, Ward Marianos Jr., Genda Chen, Nestore Galati, Fabio Matta

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

The Blanchette Bridge carries Interstate 70 across the Missouri River, connecting St. Louis and St. Charles counties in eastern Missouri. The westbound bridge was constructed in 1958. In 1979, the original reinforced concrete roadway deck on the bridge was replaced with a steel grid deck system, welded to supporting girders and stringers. In 1999 and 2005, cracks were discovered in stringers on the bridge approach spans. The stringers were repaired with bolted splices.

The investigation of the cracking included preliminary analyses, review of historical documents, detailed finite element analyses, and field testing of the bridge. The cracking was determined to …

Development Of Cost-Effective, Energy Efficient Steel Framing: Thermal Performance Of Slit-Web Steel Wall Studs, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.

Corrosion Of Galvanized Fasteners Used In Cold-Formed Steel Framing, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

The primary objective of this project was to study the effect of corrosion on the structural integrity of galvanized fasteners used in cold-formed steel-framed construction. A number of specific tasks were developed to meet this objective, including a literature search, design and construction of field enclosures, determination of test sites and installation of field enclosures, test specimen design and fabrication, accelerated corrosion testing, structural tensile testing, data analysis and technology transfer.

Development Of Cost-Effective, Energy Efficient Steel Framing: Structural Performance Of Slit-Web Steel Wall Studs, Roger A. Laboube

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.

Utilization Of Index Stations For Prediction Of Interstate Traffic Volumes, R. Clark Graves, Jerry G. Pigman

Kentucky Transportation Center Research Report

To facilitate the collection of traffic volumes along the Interstate System and better utilize the available resources. A method to factor adjacent traffic count locations from index counts collected on an annual basis has been proposed. This process utilized the current permanent stations along with other stations identified as Index Stations to calculate the AADT at the Estimated from Index (EFI) stations. This report provides a summary of the process which was developed and a measure of the potential accuracy of the predicted traffic volumes.

Bs News

Building Services Engineering

No abstract provided.

Nutrient Recycling: Rural On-Site Wastewater Disposal And Treatment In Can Tho City, Viet Nam, Micah Johnson

Independent Study Project (ISP) Collection

In order to research a topic a holistic perspective is important. Often experiments are performed absent from the environment that is being observed. It is like thrusting one’s hand into an ocean to grope around for a specimen, extract it, and examine it apart from its native habitat. Although this is possible and often primarily the method, to immerse oneself into where one is studying is to increase one’s ability to obtain a more holistic perspective. I have come to believe that the more practical and accurate scientific experiments are a combination of laboratories and on the field. Not only …

Traffic Control Procedures For Emergency Responders, Jennifer Walton, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The objective of this study was to develop a training course and handbook to guide on-scene emergency responders responsible for controlling traffic during a roadway crash and subsequent clearance.

Traffic control is an essential component of incident response in order to move road users safely and expeditiously past or around a traffic incident, and to reduce the likelihood of secondary crashes. Emergency responders, with the exception of law enforcement, are provided limited or no training in traffic control but yet by nature of their job often have to perform such duties. There is a need to provide basic knowledge and …

Annual Update Of Data For Estimating Esals, Jerry G. Pigman, Clark Graves, Brad Rister, David Cain, Neil Tollner

Kentucky Transportation Center Research Report

A revised procedure for estimating equivalent single axleloads (ESAL’s) was developed in 1985. This procedure used weight, classification, and traffic volume data collected by the Transportation Cabinet’s Division of Planning. The procedure was developed and documented as Research Report UKTRP-85-30, and was titled “Estimation of Equivalent Axleloads”. Since the revised procedure was adopted, there have been several changes; the most recent being documented as Report KTC-95-7 titled “Equivalent Single Axleload Computer Program Enhancements”. Results documented in Report KTC-95-7 included improvements in the processing of ESAL data by aggregation of the functional classes to increase the accuracy of the estimates within …

A New Method For Determination Of Most Likely Landslide Initiation Points And The Evaluation Of Digital Terrain Model Scale In Terrain Stability Mapping, P. Tarolli, David G. Tarboton

Civil and Environmental Engineering Faculty Publications

This paper introduces a new approach for determining the most likely initiation points for landslides from potential instability mapped using a terrain stability model. This approach identifies the location with critical stability index from a terrain stability model on each downslope path from ridge to valley. Any measure of terrain stability may be used with this approach, which here is illustrated using results from SINMAP, and from simply taking slope as an index of potential instability. The relative density of most likely landslide initiation points within and outside mapped landslide scars provides a way to evaluate the effectiveness of a …

Debt Ratio Analysis Of Taiwan??Property Development Firms Under Contraction, Chao-Hui Wu, Ting-Ya Hsieh

Journal of Marine Science and Technology–Taiwan

This study analyzes the correlation between debt ratios and corporate performance of the property development firm during times of contraction in Taiwan. This study collects and examines financial data for the period 1992 to 2003 for 25 listed property development firms. A total of 16 financial ratios, collectively representing corporate performance, were statistically checked with three types of debt ratios. The comparison results reveal that profitability related ratios are inadequate representations of corporate performance. Especially, investors consider a vigorous dividends policy to indicate a crisis. Two positive directions for property development firms during a contraction include (1) product differentiation and …

Dynamic Relationship Of Steel Prices Between Two Different Markets:Taiwan And Mainland China, Yong-Huang Lin, Yun-Wu Wu

Journal of Marine Science and Technology–Taiwan

Price variation is one of the major factors taken into account in cost control decision in construction projects. Previous researches have focused on the short-term price prediction of a merchandise within a closed single market without considering the long-term effect by interacting with other markets. The econometric methods such as structural break test, co-integration analysis, and Granger causality test were used to examine the dynamic short-term and long-term relationships of steel prices between two different markets, Taiwan and China, over the period of 1995 ~ 2004. The steel price of China was found to have the leading discovery function by …

Determining The Repair Ranking Of Existing Rc Bridges Using Least Squares Technique Associated With Comparison Matrix Method, Ming-Te Liang, Chin-Ming Lin, Wen-Hu Tsao, Chi-Jang Yeh

Journal of Marine Science and Technology–Taiwan

The principal objective of this paper is employed the least squares technique associated with comparison matrix method to determine the repair ranking of existing reinforced concrete (RC) bridges with bestridden or non-bestridden river. Six existing RC bridges in Taiwan are given as an illustrative example. For verifying the feasibility and reliability of the proposed method, the D (Degree) E (Extent) R (Relevancy) evaluation method, which is only considered the RC bridges built on river bed and is now widely used to evaluate the damage grade for existing RC bridges in Taiwan, is also adopted to assessing the same six existing …

Determining The Repair Ranking Of Existing Rc Bridges Using Least Squares Technique Associated With Comparison Matrix Method, Ming-Te Liang, Chin-Ming Lin, Wen-Hu Tsao, Chi-Jang Yeh

Journal of Marine Science and Technology–Taiwan

The principal objective of this paper is employed the least squares technique associated with comparison matrix method to determine the repair ranking of existing reinforced concrete (RC) bridges with bestridden or non-bestridden river. Six existing RC bridges in Taiwan are given as an illustrative example. For verifying the feasibility and reliability of the proposed method, the D (Degree) E (Extent) R (Relevancy) evaluation method, which is only considered the RC bridges built on river bed and is now widely used to evaluate the damage grade for existing RC bridges in Taiwan, is also adopted to assessing the same six existing …

2006 Fall Engr333 Project Assignment, Matthew K. Heun

ENGR 333

In the Fall 2006 semester, I challenged the ENGR333 students to “construct a realistic plan to make a significant impact on the Calvin College campus with electrical power generated from wind resources.”

Customer

The customer for this project was Calvin’s VP for finance Henry DeVries.

Automatic, Unstructured Mesh Generation For 2d Shelf Based Tidal Models, Cameron L. Mcdonald

Theses and Dissertations

Numeric models use a collection of triangular facets called elements connected over a domain in what is referred to as a mesh or unstructured grid as the computational basis for calculations. The density of elements in a mesh affects the numeric stability of a model when performing computations. Furthermore, these meshes can be difficult and time consuming to create. This thesis describes an automated process of creating meshes which utilizes local truncation analysis to generate a spatially varied size function. An advancing frontal mesh generation algorithm uses this function to optimize node placement and density. Further analysis to better understand …

Bs News

Building Services Engineering

No abstract provided.

Application Of Data Mining Techniques For Real-Time Crash Risk Assessment On Freeways, A. Pande, M. A. Abdel-Aty

Civil and Environmental Engineering

Data mining is the analysis of large "observational" datasets to find unsuspected relationships that might be useful to the data owner. It typically involves analysis where objectives of the mining exercise have no bearing on the data collection strategy. Freeway traffic surveillance data collected through underground loop detectors is one such "observational" database maintained for various ITS (Intelligent Transportation Systems) applications such as travel time prediction etc. In this research data mining process is used to relate this surrogate measure of traffic conditions with rear-end crash occurrence on freeways. Crash and dual loop detector data from 36.25-mile instrumented Interstate-4 corridor …

Assessment Of Freeway Traffic Parameters Leading To Lane-Change Related Collisions, Anurag Pande, Mohamed Abdel-Aty

Civil and Environmental Engineering

This study aims at ‘predicting’ the occurrence of lane-change related freeway crashes using the traffic surveillance data collected from a pair of dual loop detectors. The approach adopted here involves developing classification models using the historical crash data and corresponding information on real-time traffic parameters obtained from loop detectors. The historical crash and loop detector data to calibrate the neural network models (corresponding to crash and non-crash cases to set up a binary classification problem) were collected from the Interstate-4 corridor in Orlando (FL) metropolitan area. Through a careful examination of crash data, it was concluded that all sideswipe collisions …

Seismic Evaluation And Ranking Of Bridge Embankments Along I-24 In Western Kentucky, Wael Zatar, Issam E. Harik, Peng Yuan, Ching Chiaw Choo

Kentucky Transportation Center Research Report

This study represents one of the Seismic Evaluation of I-24 Bridges investigative series. The focus is on slope or embankment stability and liquefaction potential of embankments of bridges along I-24 in Western Kentucky. A rating system is derived to assist in identifying and prioritizing bridge embankments that are susceptible to failure during to projected seismic events. Embankments of one hundred and twenty seven (127) bridges along I-24 in Western Kentucky are evaluated for 50-year and 250-year seismic events. Fifty-two (52) of the 127 embankments were rated as ‘critical’ for the 50-year event, and 60 were rated as ‘critical’ for the …

Site Investigation Of Bridges Along I-24 In Western Kentucky, Wael Zatar, Issam E. Harik, Peng Yuan

Kentucky Transportation Center Research Report

Determination of the seismic risk of the I-24 bridges requires evaluating the current condition of all individual elements of the bridges. All bridges along the I-24 were visually inspected, pictured, and the records were stored in a database. Data of the visual inspection and the pictures were combined to form the completed site inspection forms of the I-24 bridges. Main visually observed deficiencies of the bridge elements were pointed out. The site inspection forms of all bridges on/over the I-24 in western Kentucky are used together with the bridge inventory to obtain different statistical figures regarding the characteristics of the …

Detailed Seismic Evaluation Of Bridges Along I-24 In Western Kentucky, Ching Chiaw Choo, Issam E. Harik, Peng Yuan

Kentucky Transportation Center Research Report

This report presents a seismic rating system and a detailed evaluation procedure for selected highway bridges on/over I-24 in Western Kentucky near the New Madrid Seismic Zone (NMSZ). The rating system, based upon structural vulnerability, seismic and geotechnical hazards, and socioeconomic factors, was used to rank 127 (82 on and 45 over I-24) bridges on/over I-24. A total of 14 bridges were selected and subsequently evaluated using a capacity/demand ratio method outlined in the Seismic Retrofitting Manual for Highway Bridges by the Federal Highway Administration. The focus was on four bridge components; namely the expansion joints, bearings, columns, and footings. …

Seismic Evaluation Of The Cumberland River Bridges On I-24 In Western Kentucky, Wael A. Zatar, Wei-Xin Ren, Issam E. Harik

Kentucky Transportation Center Research Report

The main objective of this study is to assess the structural integrity of the I-24 parallel bridges at the Cumberland River crossing in western Kentucky. Due to its importance, the bridge is evaluated for the 250-year event and the maximum credible 500-year event. The scope of the work included: 1) Field testing of the main bridge; 2) Finite element modeling and calibration; 3) Time-history seismic response analysis for the main spans; and 4) Seismic evaluation for both the main and the approach spans. The seismic analysis for the 250-year event indicates that the main spans of the bridge can resist …