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Articles 31 - 60 of 408
Full-Text Articles in Civil and Environmental Engineering
Response Of Frames Having Thin-Walled Columns, Srinivasan Sridharan, M. A. Ali
Response Of Frames Having Thin-Walled Columns, Srinivasan Sridharan, M. A. Ali
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Shear Resistance Of Steel Stud Wall Panels: A Summary Report, Thomas S. Tarpy Jr.
Shear Resistance Of Steel Stud Wall Panels: A Summary Report, Thomas S. Tarpy Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Shear-Bond Strength Of Studded Steel Deck Slabs, Max L. Porter, Lowell F. Greimann
Shear-Bond Strength Of Studded Steel Deck Slabs, Max L. Porter, Lowell F. Greimann
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength Formulations For Composite Slabs, S. Prasannan, Larry D. Luttrell
Strength Formulations For Composite Slabs, S. Prasannan, Larry D. Luttrell
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
European Recommendations For Mechanical Connections In Thin-Walled Structural Steel Elements, A. W. Toma
European Recommendations For Mechanical Connections In Thin-Walled Structural Steel Elements, A. W. Toma
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Evaluation Of Elastically Restrained Compression Flanges Of Cold-Formed C-Shaped Sections, G. Haaijer, K. H. Klippstein, J. H. Garrett Jr.
Evaluation Of Elastically Restrained Compression Flanges Of Cold-Formed C-Shaped Sections, G. Haaijer, K. H. Klippstein, J. H. Garrett Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Teaching Cold-Formed Steel Design In The 80s, P. K. Basu
Teaching Cold-Formed Steel Design In The 80s, P. K. Basu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Distortional Buckling Of Steel Storage Rack Columns, Gregory J. Hancock
Distortional Buckling Of Steel Storage Rack Columns, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Self-Flushing Piston Assembly For Slurry Pump, David T. Kao
Self-Flushing Piston Assembly For Slurry Pump, David T. Kao
Civil Engineering Faculty Patents
A slurry pump is provided having a self-flushing piston assembly mounted in a mating cylinder. The piston assembly includes a first piston having a peripheral sealing member and a reciprocating piston rod for driving the first piston for pumping action. A second piston mounted adjacent to the first piston includes a sealing member and forms an enclosed chamber with the first piston. A lost motion coupler connects the pistons together and varies the size of the chamber. On the return stroke of the piston assembly, flushing liquid on the non-slurry side is sucked into the chamber as the chamber expands. …
Design Of Automotive Structural Components Using High Strength Sheet Steels - Structural Behavior Of Beam Webs Subjected To Web Crippling And A Combination Of Web Crippling And Bending, Chiravut Santaputra, Wei-Wen Yu
Design Of Automotive Structural Components Using High Strength Sheet Steels - Structural Behavior Of Beam Webs Subjected To Web Crippling And A Combination Of Web Crippling And Bending, Chiravut Santaputra, Wei-Wen Yu
CCFSS Library (1939 - present)
INTRODUCTION In recent years, high strength steels have been used in automotive structural components to achieve weight reduction while complying with Federal safety standards. The current design recommendations, the "Guide for Preliminary Design of Sheet Steel Automotive Structural Components" 1 was issued by American Iron and Steel Institute (AISI) in February 1981. It was recommended for application to materials with yield strength up to 80 ksi. These design expressions are based primalily on the 1968 Edition of the AISI "Specification for the Design of Cold-Formed Steel Structural Members" 2 which was written for the design of buildings. The AISI Specification …
Manual Of Safety Practices, Rack Manufacturers Institute
Manual Of Safety Practices, Rack Manufacturers Institute
Rack Manufacturers Institute (RMI) Specifications and Manuals (1984 - 2012)
No abstract provided.
Estimation Of Equivalent Axleloads: Computer Program Documentation, John M. Salsman, John A. Deacon
Estimation Of Equivalent Axleloads: Computer Program Documentation, John M. Salsman, John A. Deacon
Kentucky Transportation Center Research Report
The estimation of equivalent axleloads (EAL) requires the correlation of several data bases. Described herein are three computer programs which summarize truckweight data and classification data, and combine the two data bases to estimate EAL's for each site where classification counts are available in a given year.
The programs also present the data in two matrices to characterize the effects that geographic area, federal-aid classification, coal-haul volume and total volume have on each of the traffic parameters necessary to compute EAL's.
Jackson Purchase Parkway Pavement Study, James H. Havens
Jackson Purchase Parkway Pavement Study, James H. Havens
Kentucky Transportation Center Research Report
Four distinct patterns of cracking were found. Temperature cracks are transverse and occur at intervals of about 15 to 88 feet. Roller-induced cracking has been made apparent by weather and erosion. Longitudinal cracking is usually at the edges of the wheel paths where rutting is prominent. Map cracking or checkering in the wheel paths is caused by the maximum shear stresses occurring at a depth equal to 1/3rd the radius of the loaded area (tire print). This cracking penetrated about 2.5 inches. This cracking and weakness was found only in the all-gravel asphaltic concrete. No stripping was found, but evidences …
Water-Induced Surface Failures On I 65, Hardin County, Kentucky, Ellis G. Williams, Herbert F. Southgate, Robert C. Deen
Water-Induced Surface Failures On I 65, Hardin County, Kentucky, Ellis G. Williams, Herbert F. Southgate, Robert C. Deen
Kentucky Transportation Center Research Report
This report documents an investigation of water-related distress on portions of I 65 in Hardin County, Kentucky, on Muldraugh Hill. An open-graded surface placed on a full-depth asphaltic concrete pavement had shown areas of flushing and shallow shear failures in the outer lanes after one year of service. Cores were obtained from the outer lanes in areas exhibiting no problems to shear and flow failures. Core sites also were chosen across the lane to represent edge, wheel track, and between wheel track conditions. Visual inspection of the cores was made under normal lighting and an ultraviolet light and photographs were …
Pavement Cuts For Utilities - A Guide For Their Management, James Mabry Iddins, Charles F. Scholer
Pavement Cuts For Utilities - A Guide For Their Management, James Mabry Iddins, Charles F. Scholer
Indiana Local Technical Assistance Program (LTAP) Publications
A manual of street cut methods that have worked well for several states, cities & counties.
Pavement Cuts For Utilities - A Field Guide To Their Accomplishment And Maintenance, James Mabry Iddins, Charles F. Scholer
Pavement Cuts For Utilities - A Field Guide To Their Accomplishment And Maintenance, James Mabry Iddins, Charles F. Scholer
Indiana Local Technical Assistance Program (LTAP) Publications
A guide to developing specifications and procedures for road maintenance.
Groundwater Management By Linear Programming, Seungho Song
Groundwater Management By Linear Programming, Seungho Song
Civil & Environmental Engineering Theses & Dissertations
Three hydraulic optimization models are developed. These models combine the finite difference equations of two-dimensional groundwater flow in composite aquifers with various linear programming techniques. The hydraulic submodel employed in these hydraulic optimization models is so versatile that it accounts for time varying pumpage, leaky artesian conditions, a variety of boundary conditions, induced infiltrations from streams or rivers, and conversion from artesian to water table conditions. The objective of submodel 1 is to maximize the total hydraulic head from pumping wells at the end of a study period. The objective of submodel 2 is the same as submodel 1, but …
Microbial Characteristics Of An Activated Sludge And Three Commercial Preparations After Exposure To Phenolics, Laurie Gneiding
Microbial Characteristics Of An Activated Sludge And Three Commercial Preparations After Exposure To Phenolics, Laurie Gneiding
Theses
The biological characteristics of four microbial mixtures were examined after successive exposure to phenol and 2-chlorophenol at room temperature. One of the microbial mixtures was an activated sludge from the Livingston, NJ municipal wastewater treatment plant. The other three mixtures were commercial preparations sold by Polybac Corp.(Hydrobac), Sybron Corp. (BI-CHEM DC 1006/1007), and General Environmental Sciences(LLMO).
The characteristics examined were relative counts and species of gram negative/gram positive bacteria, yeast and fungi, protozoa, and higher organisms. For the gram negative bacteria and yeasts, culturing techniques and diagnostic tubes were used to determine the predominant species. Biochemical tests were done on …
Contaminant Transport Against A Slowly Moving Fluid : An Experimental Investigation, Surya Man Shakya
Contaminant Transport Against A Slowly Moving Fluid : An Experimental Investigation, Surya Man Shakya
Theses
Leachate migration into groundwater from leaking lagoons, hazardous waste sites, solid waste disposal sites, etc. has recently become a major cause of groundwater pollution. A possible solution to prevent leachate migration into groundwater is to create a negative hydraulic gradient toward the site. This can be achieved by installing two parallel slurry trench cut-offs around the perimeter of a leaking lagoon and by filling it with water. The water und-er the influence of positive hydraulic gradient will move toward the site and will finally find its way on the surface of the lagoon. Along with the flow of water, the …
Correlation Of Dissolved Oxygen With Flowrate And Water Temperature In The Passaic River Basin, Shan-Pei Fanchiang
Correlation Of Dissolved Oxygen With Flowrate And Water Temperature In The Passaic River Basin, Shan-Pei Fanchiang
Theses
Passaic River water is utilized by a number of major water purveyors in New Jersey. They are the North Jersey Water Supply District Commission, the city of Jersey City, the city of Newark, the Commonwealth Water Company, and the Passaic Valley Water Commission (i.e. PVWC).
Since all are interrelated in that the demands and releases of each affect the other, there is an interest in insuring sufficient water to maintain adequate water quality for the last user on the line (i.e. PVWC) who draws water close to Little Falls.
Having daily data of flowrate, water temperature and dissolved oxygen in …
Impact Evaluation Of Traffic Alcohol Programs: Selected Locations In Kentucky, Jerry G. Pigman, Kenneth R. Agent
Impact Evaluation Of Traffic Alcohol Programs: Selected Locations In Kentucky, Jerry G. Pigman, Kenneth R. Agent
Kentucky Transportation Center Research Report
This report is an evaluation of increased police enforcement to reduce alcohol-related accidents at selected locations in Kentucky. Evaluations were performed for the following programs: 1) Lexington-Fayette County, including only Urban Police enforcement; 2) McCracken County, including Kentucky State Police, Sheriff's Office and Paducah Police enforcement; and 3) Warren County, including both Kentucky State Police and Bowling Green Police enforcement. Duration of enforcement and level of enforcement varied among the programs.
Four types of data were collected as a means of evaluating Traffic Alcohol Programs at the locations selected for study; accident data, arrest and adjudication data, cost-effectiveness data, and …
1984 Safety Belt And Child Safety Seat Usage Rates In Kentucky And Evaluation Of A Public Information Campaign, Kenneth R. Agent, John M. Salsman
1984 Safety Belt And Child Safety Seat Usage Rates In Kentucky And Evaluation Of A Public Information Campaign, Kenneth R. Agent, John M. Salsman
Kentucky Transportation Center Research Report
There were two objectives of the survey summarized in this report. One was to establish 1984 safety belt and child safety seat usage rates in Kentucky which were compared to 1983 and 1982 rates. The other was to evaluate the effectiveness of public information campaigns as a means of increasing safety belt and seat usage rates.
Statewide usage rates in the 19 cities previously surveyed in 1982 and 1983 showed that both driver safety belt and child safety seat and belt usage rates had increased in 1984. The 1984 statewide usage rate of safety belts by drivers was 6.9 percent …
Nondestructive Evaluation Of Rigid Pavements Using Road Rater Deflections [1984], Gary W. Sharpe, Mark Anderson, Robert C. Deen, Herbert F. Southgate
Nondestructive Evaluation Of Rigid Pavements Using Road Rater Deflections [1984], Gary W. Sharpe, Mark Anderson, Robert C. Deen, Herbert F. Southgate
Kentucky Transportation Center Research Report
Road Rater deflections have been used to determine in-place structural conditions of rigid and composite pavements, based on modifications of principles and experience with the structural evaluation of flexible pavements. Details of the use of elastic layer theory to simulate deflection measurements associated with loadings for the Kentucky Road Rater are presented. Included is an illustration of the use of field deflection measurements to "back calculate'" in-place moduli. The procedures are generally iterative and involve matching measured deflections with theoretical deflections. Elastic layer principles have been used to simulate deflections only at the midslab position. Relationships regarding deflections at other …
A Statistical Comparison Of A Direct Filtration And A Conventional Water Treatment Facility In The Intermountain Region, Susan K. Burns, V. Dean Adams
A Statistical Comparison Of A Direct Filtration And A Conventional Water Treatment Facility In The Intermountain Region, Susan K. Burns, V. Dean Adams
Reports
Interest in low-cost direct filtration facilities and their effectiveness in treating the potable water sources of the Intermountain Region is increasing as the need for treated water supplies increase. Direct filtration is a water treatment scheme which does not include sedimentation and in some cases flocculation. Compared to conventional treatment, direct filtration has lowered capital costs, reduced space requirement, and decreased sludge quantities. Moreover, the direct filtration process may offer large reductions in coagulant dosages and costs.
Currently information comparing a direct filtration system to a conventional water treatment system in the Intermountain area is not readily available. The specific …
Measurement Of Air Force Fire Department Productivity: An Evaluation Of Efficiency/Effectiveness, Timothy A. Byers, Susanne M. Waylette
Measurement Of Air Force Fire Department Productivity: An Evaluation Of Efficiency/Effectiveness, Timothy A. Byers, Susanne M. Waylette
Theses and Dissertations
This research was sponsored to develop a method of evaluating the productivity of Air Force Fire Departments. Using the tasks developed by the Fire Department Workshop, input and output measures were defined and used in a new model of efficiency called Constrained Facet Analysis (CFA). The advantage of this methodology over others considered was that it can simultaneously evaluate multiple inputs and multiple outputs using empirical data with no a priori weighting. The results of the analysis provided an efficiency rating for each fire department and information about marginal rates of substitution and marginal rates of productivity for inefficient units …
Low Technology Recycling And Rdf System At The U.S. Facility, Subic Bay, Philippines, Samuel A. Vigil, Donald E. Brunner
Low Technology Recycling And Rdf System At The U.S. Facility, Subic Bay, Philippines, Samuel A. Vigil, Donald E. Brunner
Civil and Environmental Engineering
The U.S. Facility Subic Bay is located about 50 miles east of Manila, on the East China Sea. The Facility consists of seven major Naval installations. The Facility is essentially a large commercial/industrial complex. The Public Works Center (PWC) Subic Bay is the public works agency responsible for the collection and disposal of the solid waste produced by the facility. A portion of the solid waste is manually sorted and recycled. Although the present manual sorting and recycling system is effective, PWC Subic Bay feels that it can be improved. Therefore , the Naval Civil Engineering Laboratory (NCEL) was requested …
Relationship Between Kentucky Cbr And Slake Durability, Tommy C. Hopkins
Relationship Between Kentucky Cbr And Slake Durability, Tommy C. Hopkins
Kentucky Transportation Center Research Report
The design of pavements requires a knowledge of the relative strength and durability of subgrade materials. In Kentucky, the CBR (California Bearing Ratio) test is used to define the relative bearing strength of subgrade materials. Pavement thickness can be obtained if traffic loadings and CBR values are known. Durability of subgrade materials can be characterized using the slake-durability test. The purposes of this study were to correlate values of (soaked) KYCBR and slake-durability indices and examine the swell potential of compacted shales. Correlations were developed between soaked KYCBRs and slake-durability indices obtained from three different slake-durability I testing procedures. The …