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Title: Design of proposed arch rib concrete bridge for North Sheridan Road, Waukegan, Ill.
Creator: Butler, Horace L., Smith, S. M.
Date: 2009, 1911
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofproposed00butl
Thesis (B.S.)--Armour Institute of Technology

Title: Design of a mechanical filtration plant for Waukegan, Illinois
Creator: Willens, M. S, Sevin, I. M
Date: 2009, 1914
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofmechanic00will
Thesis (B.S.)--Armour Institute of Technology, 1914 Bibliography: leaf 97 B.S. in Civil...
Show morehttp://www.archive.org/details/designofmechanic00will
Thesis (B.S.)--Armour Institute of Technology, 1914 Bibliography: leaf 97 B.S. in Civil Engineering, 1914
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Title: The design of a municipal bathing beach
Creator: Nusser, William A
Date: 2009, 1917
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofmunicipa00nuss
Thesis (B.S.)--Armour Institute of Technology; Bibliography: leaf 111

Title: Design of an open spandrel reinforced concrete arch bridge of two hundred and ten feet span
Creator: Jensen, Raymond F., Marx, Carl H., Mandler, Emil O.
Date: 2009, 1911
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofopenspan00jens
Thesis (B.S.)--Armour Institute of Technology

Title: The design, specifications and estimate of a reinforced concrete and steel warehouse
Creator: Niestadt, Fred A., Urson, Frank J., Jr.
Date: 2009, 1909
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designspecificat00nies
Thesis (B.S.)--Armour Institute of Technology

Title: Designs and specifications of street pavements for Valparaiso, Indiana
Creator: Harvey, William F, Jones, Clarence I
Date: 2009, 1905
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designsspecifica00harv
Thesis (B.S.)--Armour Institute of Technology

Title: Design and specifications for a concrete impounding dam
Creator: Flanagan, F. J., Ford, T. S.
Date: 2009, 1906
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designspecificat00flan
Thesis (B.S.)--Armour Institute of Technology; Bibliography: leaf 11

Title: The design and tests of solid aeroplane wire connections
Creator: Hahn, H.w., Sullivan, J. E.
Date: 2009, 1916
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designtestsofsol00hahn
Thesis (B.S.)--Armour Institute of Technology

Title: Estimate cost of a concrete building
Creator: Farrelly, J. L., Anderson, G. A.
Date: 2009, 1913
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/estimatecostofco00farr
Thesis (B.S.)--Armour Institute of Technology

Title: The elimination of a grade crossing at Downers Grove, Ill.
Creator: Newman, Stanley W
Date: 2009, 1917
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/eliminationofgra00newm
Thesis (B.S.)--Armour Institute of Technology

Title: MODELING INDOOR EXPOSURES TO OUTDOOR PARTICULATE MATTER ACROSS THE U.S. RESIDENTIAL BUILDING STOCK
Creator: Elorch, Zeineb
Date: 2013, 2013-07
Description: Elevated ambient concentrations of fine and ultrafine particulate matter are consistently linked with adverse health effects in...
Show moreElevated ambient concentrations of fine and ultrafine particulate matter are consistently linked with adverse health effects in epidemiological studies. However, because people spend most of their time indoors (particularly at home) and outdoor particles can infiltrate into buildings with varying efficiencies, much of human inhalation exposure to outdoor particles actually occurs inside residences. Consequently, relying on ambient measurements of particulate matter can result in a significant exposure misclassification in epidemiological studies. To address the range of this misclassification in U.S. residences, this work predicts the statistical distribution of long-term average size-resolved indoor proportions of outdoor particles (from 0.001 to 10 μm) across the entire U.S. single-family residential building stock by means of Monte Carlo simulations. Best available data was used for distributions of important building-related model inputs (e.g., air exchange rates, penetration factors, deposition rates, and others). Overall, results suggest that infiltration factors (i.e., the indoor-outdoor particle concentration ratio in the absence of indoor sources) vary highly among residences across the U.S. residential building stock. Long-term average size-resolved infiltration factors are estimated to vary by a factor of 20-100+ from the least protective of single-family homes in the U.S. (99th percentile) to the most protective (1st percentile), depending on particle size. Long-term average infiltration factors are predicted to be within a factor of 2-4 in the majority of homes (between the 25th and 75th percentiles of homes). A regression analysis further shows that parameters such as deposition rates, air exchange rates, penetration factors, and filter removal efficiencies are the most influential parameters for predicting infiltration factors. xiii Finally, the predicted distributions of size-resolved infiltration factors were used to map to archetypal outdoor particle size distributions to estimate absolute concentrations and ultimately inhalation doses of both ultrafine particles (UFPs) and PM2.5 in an adult male. Inhalation doses of UFPs and PM2.5 were estimated to be 43-49 and 21-22 times higher, respectively, in the least protective homes (99th percentile) versus the most protective homes (1st percentile). Taken together, these results suggest that a wide variability in size-resolved infiltration factors among U.S. residences leads to large variations in the dose of particles inhaled in indoor environments, which should be accounted for in future epidemiological studies.
M.S. in Civil Engineering, July 2013
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Title: The design of a reinforced concrete brick plant capacity 60,000 to 80,000 brick daily
Creator: Kornfield, L. P, Garrison, C. W
Date: 2009, 1913
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofreinforc00korn
Thesis (B.S.)--Armour Institute of Technology, 1913 B.S. in Civil Engineering, 1913

Title: Design of reinforced concrete arch highway bridge
Creator: Duffy, Joseph L
Date: 2009, 1915
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofreinforc00duff
Thesis (B.S.)--Armour Institute of Technology

Title: Design of a reinforced concrete steel arch bridge
Creator: Dean, Stanley, Penn, J. C.
Date: 2009, 1905
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofreinforc00dean
Thesis (B.S.)--Armour Institute of Technology

Title: The design of a reinforced concrete chimney
Creator: Burke, S. J.
Date: 2009, 1921
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofreinforc00burk
Thesis (B.S.)--Armour Institute of Technology

Title: Design of a railroad viaduct for Overton County railroad
Creator: Scharle, L. M.
Date: 2009, 1907
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofrailroad00scha
Thesis (B.S.)--Armour Institute of Technology

Title: Design of a proposed hydro-electric development on the Desplaines River at Dresden Heights, Ill.
Creator: Curtis, Marston, Stansel, W. G., Meyer, Philip, Williams, R. D.
Date: 2009, 1913
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofproposed00curt
B.S. in Civil Engineering

Title: Design of a reinforced concrete railroad arch bridge
Creator: Allen, O. T., Holcomb, C. S.
Date: 2009, 1906
Publisher: Armour Institute of Technology
Description: http://www.archive.org/details/designofreinforc00alle
Thesis (B.S.)--Armour Institute of Technology

Title: NEW DIRECTIONS IN POST-EARTHQUAKE FIRE HAZARD ANALYSIS WITH APPLICATIONS TO MIDWESTERN UNITED STATES
Creator: Farshadmanesh, Pegah
Date: 2017, 2017-05
Description: Post-earthquake fire ignition (PEFI) can lead to severe structural damage following an earthquake. Estimating the risk of such ignitions in...
Show morePost-earthquake fire ignition (PEFI) can lead to severe structural damage following an earthquake. Estimating the risk of such ignitions in buildings and identifying methods to abate it are essential steps in an overall effort to mitigate the impact of post-earthquake fires in urban areas. While several models have been developed for areas with available historical PEFI data, such as the Western United States, no such models have been developed for areas with little or no data specific for post-earthquake fires. Examples of such areas are seismic regions in the Midwestern United States. The lack of PEFI data for these areas is due to the fact that at the time of several significant earthquakes in the early nineteenth century, most earthquake-stricken communities where rural. With the growth of urban areas in the region, a need exists for a methodology that can be effectively used in estimating PEFI risks when no or little historical data is available. In this research, it was found that models for PEFI risk estimation may indeed be developed using available data on ignitions for normal conditions as a basis and then using some type of a modification factor to account for the significance of future earthquakes. This modification factor depends on the characteristics of the region in terms of seismic activities and the type and distribution of buildings and their potential in promoting ignitions. The term “normal condition ignition” (NCI) refers to an ignition that occurs due to everyday activities and routine operations in a building. In a residential building, such activities include, for example, operating heating units and burners, cooking, and mechanical malfunction of appliances. In this research, it was found that four factors specifically affect PEFI risk and can be used to develop models for risk estimation. These are (1) spatial characteristics such as geographic concentration of particular building types; (2) ignitability characteristics, such as the sources of ignitions in a particular building type, (3) earthquake characteristics (such as the peak ground acceleration); and (4) temporal characteristics, such as the time of the earthquake and seasonality. Accordingly, models for estimating the risk of post-earthquake fire ignition occurrence are developed. These models are tested, and the model parameters calibrated, using information in areas for which both the NCI and PEFI data are available (such as in the Western United States). To illustrate the applicability of the models developed and proposed in this study, St. Louis City is considered. This constitutes a major urban area vulnerable to potential future seismic activities because of proximity to the New Madrid Fault Zone. Using the NCI data for this area, PEFI risk values are estimated based on probable future seismic activities in the region. The results are presented in terms of estimated annual risk of post-earthquake fires for the area specifically for residential buildings (such as single or multifamily dwellings). The study further discusses the significance of PEFI models, their limitations and also provides suggestions for the future continuation of the research.
Ph.D. in Civil Engineering, May 2017
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Title: LOAD RATING OF RAILWAY BRIDGES BY ANALYSIS AND TESTING
Creator: Khademi, Faezehossadat
Date: 2015, 2015-05
Description: Investigating existing structures in the real world can help us know more about their characteristics, advantages, and disadvantages. In this...
Show moreInvestigating existing structures in the real world can help us know more about their characteristics, advantages, and disadvantages. In this thesis project, the investigation was performed on two real bridges named “Yale” Bridge, and “Valleyfield” Bridge. They were owned by the CN, one of the largest railway in the North American railroad industry. First, field testing of the bridges was performed by CN. Strain gauges (devices for indicating the strain of a material) and displacement transducers (devices for indicating movement) were placed on specific points on desired elements. Then the strain and displacement data for these specific points were recorded during the time trains were passing through the bridge. These devices record the data in voltage, so calibration constants must be applied to convert the data to stress & displacement units. After that, the bridges were modeled in “SAP2000” software, and the results were compared to the data recorded in the field. In the real world, these types of bridges are behaving something between the “Truss Model” and the “Frame Model”. Our aim is to know how they exactly behave and which model they are closer to. Results are showing that although the bridges are considered “Truss Bridges”, both of them are behaving more like a “Frame” Model than a “Truss” Model. In addition, the effect of the collision strut on L0U1 was investigated. Results shows that having this collision strut leads to the larger bending moment on L0U1 in comparison to lack of this member on the bridge. Finally, with respect to our results, “Adjustment Factors” for three different groups of diagonal, horizontal, and vertical members were provided in order to improve load rating analysis in the future.
M.S. in Civil Engineering, May 2015
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