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Articles 7021 - 7050 of 7869
Full-Text Articles in Civil and Environmental Engineering
Control Of Trace Elements During The Increasing Development Of Coal For Energy, Bobby G. Wixson, Ernst Bolter
Control Of Trace Elements During The Increasing Development Of Coal For Energy, Bobby G. Wixson, Ernst Bolter
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The question of an energy crisis continues as many people in the United States have difficulty and become confused with what seems to be a continuing excess of gasoline, oil products and questionable reporting of price increases and profit margin by energy companies. However, the majority of the scientific and engineering community, knowledgable politicians and the general public realize that the energy crisis is real. Fortunately there still remains time to practice conservation and the development of alternative and new sources of energy if the United States can unite and implement a viable energy plan.
Barriers And Incentives To The Commercialization Of Solar Heating And Cooling Of Buildings, Dennis R. Costello, David M. Posner
Barriers And Incentives To The Commercialization Of Solar Heating And Cooling Of Buildings, Dennis R. Costello, David M. Posner
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
This paper reviews potential barriers to the widespread use of solar heating and cooling systems in residential and commercial buildings. Although solar systems have been technologically proven and are used to a limited extent today, economic, institutional, and legal barriers may slow future commercialization. Consideration of incentives which might reduce these barriers raises the question of how to evaluate alternative policy question options.
A Solar Energy System For Space Heating And Space Cooling, Thomas J. Mcnamara
A Solar Energy System For Space Heating And Space Cooling, Thomas J. Mcnamara
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
To help reduce natural gas and electrical operating costs, a retrofit space heating and space cooling solar energy system is integrated into the existing conventional heating and air handling systems serving the exhibit spaces. This installation would not only provide substantial energy cost savings to the Museum, but it would also provide a means of showing and explaining the operation of an actual working solar energy system to the large number of daily visitors to the Museum. This report explains the design, operation and performance of this solar energy system.
Heat Pumps Without Supplemental Heat, Carl W. Glaser
Heat Pumps Without Supplemental Heat, Carl W. Glaser
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
Through the past few years, fuel used to generate electricity has climbed steadily in cost resulting in a new and much higher level of acceptance for the air to air heat pump system. Manufacturers have improved the product tremendously and have established a level of reliability approaching that of the conventional air conditioner. The fact that heat pumps reduce the cost of heating by 30% to 50% over conventional electric resistance heating and that natural gas is not available in many parts of the country has resulted in more and more heat pumps being installed in homes. While the benefits …
Development Of Industrial Owned, Small Hydroelectric Facilities, John S. Krikorian Jr.
Development Of Industrial Owned, Small Hydroelectric Facilities, John S. Krikorian Jr.
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
A methodology is discussed for determining the economic feasibility of reclaiming industrial owned, small hydroelectric facilities. A cash flow computer model provides the means for coping with many of the diverse inputs that occur at different sites. A detailed case study is presented. Some institutional factors that aid or hinder development are discussed.
Residential Energy Design, Charles E. Dorgan
Residential Energy Design, Charles E. Dorgan
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
As a result of the escalating cost of energy for residential heating systems, it is increasingly important that a careful analysis be made of construction methods and equipment installed in new homes. It is the purpose of the following paoer to discuss cost effectiveness procedures that should be adopted by the residential home construction industry.
Energy Conservation In Buildings -- The Missouri Plan, Jack Whittier, Bill Jurkiewicz, Weston Fisher
Energy Conservation In Buildings -- The Missouri Plan, Jack Whittier, Bill Jurkiewicz, Weston Fisher
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
In 1974, approximately 23 percent (256.5 trillion Btu's) of Missouri energy was consumed in the residential sector. In 1980, this figure is projected to be 246.6 trillion Btu's (21 percent) (ref. 1). The reduction reflects already implemented conservation activities and the increased use of electric heating at higher end point efficiency. Estimates suggest that energy savings of nearly 50 percent could be achieved in this sector, primarily by upgrading the thermal efficiency of building structures and changing user behavior patterns. This given potential, the reduction of energy consumption in this sector has become a major target of the Missouri Energy …
Attainability And Nonattainability Under Anti-Pollution Laws, J. David Reed, John H. Hoag
Attainability And Nonattainability Under Anti-Pollution Laws, J. David Reed, John H. Hoag
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The central issue with which this paper deals is the effectiveness of alternative air pollution control standards presently in use in the United States. More specifically, an analysis and comparison of effluent air standards versus ambient air standards will be performed. The question of effectiveness will be in the context of how well the alternative pollution control measures achieve society's expectations as goals when the standards are imposed. Society's views are assumed to be reflected through a regional (state) planner. The analysis is performed through the use of optimal control techniques. Initially the effluent air standards model will be examined. …
Overview And Impact Of Ashrae Standard 90 -- An Energy Standard For New Buildings, Edward A. Kriege
Overview And Impact Of Ashrae Standard 90 -- An Energy Standard For New Buildings, Edward A. Kriege
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
This talk is an introduction to ASHRAE Standard 90. It is a brief review of the purpose, history, content and inpact of the document.
Heat Recovery Devices For Building Hvac Systems, Ronald H. Howell, Harry J. Sauer Jr.
Heat Recovery Devices For Building Hvac Systems, Ronald H. Howell, Harry J. Sauer Jr.
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The opportunities and advantages of air-to-air heat recovery are described. The five basic types (rotary regenerative, coil loop run around, open run-around, heat pipe, and plate type) are described and their typical performance is presented. The potential savings in operating costs as well as initial equipment costs for common applications are presented.
The Operator’S Guide For Minimizing Energy Costs, Charles Dare, Frank A. Gerig
The Operator’S Guide For Minimizing Energy Costs, Charles Dare, Frank A. Gerig
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The consumption of petroleum by transportation activities is increasing despite the finite limits on its supply. This paper concentrates on the motor vehicle driver, his driving habits, and guides to reduced fuel consumption which would enable the individual to curtail wasteful practices with respect to vehicle operation.
Drinking Water Quality And Chronic Disease, Ernest Angino, Bobby G. Wixson, Ivan Smith
Drinking Water Quality And Chronic Disease, Ernest Angino, Bobby G. Wixson, Ivan Smith
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
No abstract provided.
Missouri River Computerized Data Bank, Glendon Taylor Stevens
Missouri River Computerized Data Bank, Glendon Taylor Stevens
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
This report explains the results of "The Missouri River Computerized Data Bank." It contains all known data collected on the Missouri River beginning in the mid-1930's.
It should be noted that only 10% of the included data has been verified, i.e. has been checked against the source document. A bounds check was performed by the computer on each piece of data for upper and lower limits established for each type of data. Any potential user of these data should be aware of this fact and that, on the average, 1 piece of data out of 200 may be in error. …
Agricultural Crop Drying And Space Heating Using A Solar Energy Intensifier, M. A. Hellickson, W. H. Peterson, S. E. Saienga, J. L. Julson
Agricultural Crop Drying And Space Heating Using A Solar Energy Intensifier, M. A. Hellickson, W. H. Peterson, S. E. Saienga, J. L. Julson
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
A solar energy-intensifier-thermal energy storage system was developed and tested under actual climatic conditions in South Dakota. Performance characteristics of the system are presented for its use in drying shelled corn and for agricultural space heating. Comparisons between solar and conventional drying between solar supplemented and conventional heating are reported.
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)
No abstract provided.
Dynamic Pullout Resistance Of Anchors Buried In Dry Sand, Chris John Veesaert
Dynamic Pullout Resistance Of Anchors Buried In Dry Sand, Chris John Veesaert
Masters Theses
"The vertical pullout resistance of buried anchors subjected to dynamic loading was investigated by means of a laboratory model study. A dry uniformly graded sand, compacted by vibration to 92% of its relative density, was used as the test medium. Tests were performed in a 24-inch square tank using 3.0 and 5.0-inch diameter half and full-anchors. The anchors were tested at depths ranging from 5.0 to 21.0 inches.
It was assumed that the dynamic failure mechanism of earth anchors was the same as the static failure mode, and not distinct behavior. Thus static tests, i.e., tests using a constant strain …
Removal Of Organic Chemical Contaminants By Granular Activated Carbon., Garry Reinhold Aronberg
Removal Of Organic Chemical Contaminants By Granular Activated Carbon., Garry Reinhold Aronberg
Masters Theses
"The purpose of this investigation was to evaluate the effectiveness of GAC* filtration in removing organic chemical contaminants from drinking water, and to determine whether the T.O. No. of the treated water could aid in the routine monitoring of the GAC filters.
Two pilot filters containing 18-in. (45.7-cm) deep GAC beds were installed at water treatment plants in Jefferson City and St. Louis County, MO; both plants treated Missouri River water. A bituminous coal-base (large surface area, small pore volume) and 2 lignite coal-base (small surface area, large pore volume) carbons were tested at 2 and 5 gpm/sq ft (81.4 …
Thermal Response Of A Composite Bridge Structure, David John Wisch
Thermal Response Of A Composite Bridge Structure, David John Wisch
Masters Theses
"This experimental investigation was conducted as an intermediate study to verify and substantiate a prior theoretical study for possible utilization toward development of rational bridge design criteria. The objectives of the study were to construct and instrument a 15 ft - 15 ft (4.6 m- 4.6 m) two-span, composite design, laboratory structure, to subject the structure to thermal loading, and to correlate the experimental temperature distributions, strain distributions, and deflections with those obtained from the theoretical study. Infrared heat lamps were used to obtain steady-state thermal loading.
Three theoretical cases were considered for strain calculations: a) both the slab and …
Strength Of Cold-Formed Steel Beam Webs In Bending, Shear, And A Combination Of Bending And Shear, Roger A. Laboube
Strength Of Cold-Formed Steel Beam Webs In Bending, Shear, And A Combination Of Bending And Shear, Roger A. Laboube
Doctoral Dissertations
"An extensive experimental investigation has been conducted to study the load-carrying capacity of cold-formed steel web elements subjected to bending stress, shear stress, and a combination of bending and shear stresses. Emphasis has been concentrated on the instability and postbuckling strength of beam webs.
In the study of beam webs subjected only to bending, the postbuckling strength of web elements and the effect of the compression flange on the moment capacity have been carefully evaluated for beams having stiffened and unstiffened flanges. Based on 84 test results, formulas have been developed to predict the ultimate moment capacity of cold-formed steel …
Non-Linear Finite Element Analysis Of Light Gage Steel Shear Diaphragms, Erdal Atrek, Arthur H. Nilson
Non-Linear Finite Element Analysis Of Light Gage Steel Shear Diaphragms, Erdal Atrek, Arthur H. Nilson
CCFSS Library (1939 - present)
SUMMARY Shear diaphragm action of properly designed light gage steel panels used for floors, roofs, and walls in steel buildings increase the stiffness and strength of such buildings. Considerable savings in weight and cost can be realized if full account of this action is taken in design. To make good use of the diaphragm action, detailed knowledge on diaphragm response to loading is essential. An efficient computer program has been prepared to analyze light gage steel shear diaphragm behavior in the linear and nonlinear ranges of response, up to collapse. The program uses figinite element concepts for analysis, and has …
Interpretation Of Tests On Welded Light Gage Steel Connections, Mark Shephard, George Winter, Teoman Peköz
Interpretation Of Tests On Welded Light Gage Steel Connections, Mark Shephard, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION This report interprets the results of three sets of test data (Ref. 1 through 3) on welded light-gage cold-formed steel specimens. The tests were conducted at Cornell for the American Iron and Steel Institute on 252 symmetric puddle and fillet welded connections tested under monotonically increasing static load. The tested connections consisted of 130 shop welded specimens and 122 field welded specimens. All test connections had the same basic configuration being made up of center plates, referred to as parent plates or connected plates in the references, butted together with one or, in the case of the double sheet …
Bolted Connections In Cold-Formed Steel Structures, Randall L. Mosby, Wei-Wen Yu
Bolted Connections In Cold-Formed Steel Structures, Randall L. Mosby, Wei-Wen Yu
CCFSS Library (1939 - present)
INTRODUCTION A. Purpose of Investigation. The design of bolted connections in cold-formed steel structures is based on the present AISI Specification for the Design of Cold-Formed Steel Structural Members. 1 Prior to the development of the design criteria, bolted connections were tested at University of Michigan 2 in the 1940's and then at Cornell University 3,4 in the 1950's. The present design provisions were developed primarily on the basis of the tests conducted by George Winter and his associates at Cornell University. Additional tests were recently made by Popowich 5 on multi-bolt connections and by Dhalla 6 on connections with …
Mechanical Connections In Cold-Formed Steel: Comprehensive Test Procedures And Evaluation Methods, John Fraczek, George Winter, Teoman Peköz
Mechanical Connections In Cold-Formed Steel: Comprehensive Test Procedures And Evaluation Methods, John Fraczek, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
Design equations do not exist for connections in cold-formed steel formed with most types of mechanical fasteners, and such designs are presently based on test results. A lack of standard test procedures and corresponding evaluation methods impedes the acceptance of connection designs and the exchange of information vital to understanding the connection performance of a large number of mechanical fasteners with diverse properties. Initial steps toward standardization are taken with the development of fixtures and procedures for single shear, pullout and pull-over tests. The proposed single shear tests employ both a simple specimen formed with two overlapping straps and a …
Performance Of Unstiffened Compression Elements, Venkatakrishnan Kalyanaraman
Performance Of Unstiffened Compression Elements, Venkatakrishnan Kalyanaraman
CCFSS Library (1939 - present)
The elastic and inelastic local buckling and elastic postbuckling behavior of unstiffened elements in cold-formed steel members and their effects on bending of beams and overall flexural buckling of columns have been investigated. An analytical investigation of the elastic and inelastic local buckling and the elastic postbuckling behavior of unstiffened elements with an elastic rotational edge restraint has been carried out. Results of experiments on short columns, long columns and beams are presented and compared with the analytical solution. An effective width equation for the elastic postbuckling range of the unstiffened element behavior has been derived by modifying the analytical …
Proposed Criteria For Load And Resistance Factor Design Of Steel Building Structures, Theodore V. Galambos
Proposed Criteria For Load And Resistance Factor Design Of Steel Building Structures, Theodore V. Galambos
CCFSS Library (1939 - present)
No abstract provided.
Tentative Load And Resistance Factor Design Criteria For Connections, M. K. Ravindra, Theodore V. Galambos
Tentative Load And Resistance Factor Design Criteria For Connections, M. K. Ravindra, Theodore V. Galambos
CCFSS Library (1939 - present)
No abstract provided.
Structural Stability Research Council: Proceedings 1976, Structural Stability Research Council
Structural Stability Research Council: Proceedings 1976, Structural Stability Research Council
CCFSS Library (1939 - present)
One of the purposes of the Council is to maintain a forum where problems related to the design and behavior of columns and other compression elements in metal structures can be presented for evaluation and discussion. The Annual Technical Session provides an opportunity to carry out this function. The 1976 Annual Technical Session was held on March 2 and 3 at the SheratonBiltmore Hotel in Atlanta, Georgia. Fifty-five persons attended the session and nineteen papers were delivered. A panel discussion on "New Ideas on Stability of Multistory Buildings" was held in the evening of March 2, 1976. the panelists were …
Report On Screw Fastened Sheet Steel Connections For Canadian Steel Industries Construction Council, Volume I, R. W. Eastman
Report On Screw Fastened Sheet Steel Connections For Canadian Steel Industries Construction Council, Volume I, R. W. Eastman
CCFSS Library (1939 - present)
Ultimate load data is presented from more than 1600 tests on sample connections made with different thicknesses of zinc-coated sheet steel and a variety of commonly used thread forming and self-drilling fasteners. The three fundamental loading conditions examined were pull-over, pull-out and single lap shear.
Empirical relationships have been developed which allow interpolation of the data within the range of sheet steel thicknesses tested.
Type AB and type A thread forming fasteners, and a number of different self-drilling fasteners were tested, in sizes from #14 (.250 in.) to #8 (.164 in.) diameter. Flat metal washers and a variety of sealing …
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)
No abstract provided.
Evaluation Of The Results Of Gravity And Load Tests Of C And Z Purlin Roof Systems, Teoman Peköz
Evaluation Of The Results Of Gravity And Load Tests Of C And Z Purlin Roof Systems, Teoman Peköz
CCFSS Library (1939 - present)
No abstract provided.