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Articles 34861 - 34890 of 39895
Full-Text Articles in Engineering
The Canadian Lrfd Standard For Cold Formed Steel Design, R. M. Schuster, D. L. Tarlton, S. R. Fox
The Canadian Lrfd Standard For Cold Formed Steel Design, R. M. Schuster, D. L. Tarlton, S. R. Fox
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Treatment Of Buckling In The New British Code, J. Rhodes
Treatment Of Buckling In The New British Code, J. Rhodes
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Development Of A Unified Approach To The Design Of Cold-Formed Steel Members, Teoman Peköz
Development Of A Unified Approach To The Design Of Cold-Formed Steel Members, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Verification Of 1986 Aisi Provisions For Purlin Design, Souhail Elhouar, Thomas M. Murray
Verification Of 1986 Aisi Provisions For Purlin Design, Souhail Elhouar, Thomas M. Murray
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Behavior Of Nested Z-Shaped Purlins, Gergory W. Robertson, Carl E. Kurt
Behavior Of Nested Z-Shaped Purlins, Gergory W. Robertson, Carl E. Kurt
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Column Behaviour Of Cold-Formed Hollow Sections, Peter W. Key, S. W. Hasan, Gregory J. Hancock
Column Behaviour Of Cold-Formed Hollow Sections, Peter W. Key, S. W. Hasan, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Behaviour Of Thin-Walled I-Section Columns After Local Buckling, J. Loughlan, M. Nabavian
The Behaviour Of Thin-Walled I-Section Columns After Local Buckling, J. Loughlan, M. Nabavian
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
On The Behavior And Design Of Thin-Walled Columns Having Doubly Symmetric Sections, Srinivasan Sridharan
On The Behavior And Design Of Thin-Walled Columns Having Doubly Symmetric Sections, Srinivasan Sridharan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Computer Aided Analysis Of Thin Walled Structural Components Subjected To Axial And Bending Crush Loads, H. F. Mahmood, S. H. Abed
Computer Aided Analysis Of Thin Walled Structural Components Subjected To Axial And Bending Crush Loads, H. F. Mahmood, S. H. Abed
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Strength Of Plates, Zu-Long Sun
Buckling Strength Of Plates, Zu-Long Sun
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Local Buckling Of Curved Elements, Chiravut Santaputra, M. Brad Parks, Wei-Wen Yu
Local Buckling Of Curved Elements, Chiravut Santaputra, M. Brad Parks, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Of A Cold Formed Section Portal Frame Building System, Philip Kirk
Design Of A Cold Formed Section Portal Frame Building System, Philip Kirk
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Analysis Of Sandwich Panels With Profiled Faces, Michael J. Davies
The Analysis Of Sandwich Panels With Profiled Faces, Michael J. Davies
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Web Crippling Of Multi-Web Deck Sections Subjected To Interior One Flange Loading, B. A. Wing, R. M. Schuster
Web Crippling Of Multi-Web Deck Sections Subjected To Interior One Flange Loading, B. A. Wing, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Moment Redistribution In Profiled Sheeting, Yung-Min Tsai, Michel Crisinel
Moment Redistribution In Profiled Sheeting, Yung-Min Tsai, Michel Crisinel
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
On The Strength And Stability Of Light Gauge Silos, John Michael Rotter
On The Strength And Stability Of Light Gauge Silos, John Michael Rotter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Features Of Aisi's 1986 Cold-Formed Steel Design Manual, Calvin Robert Clauer
Features Of Aisi's 1986 Cold-Formed Steel Design Manual, Calvin Robert Clauer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Highlights Of New Asce Standard On Composite Slabs, Max L. Porter
Highlights Of New Asce Standard On Composite Slabs, Max L. Porter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Inelastic Flexural Stability Of Corrugations, Raymond L. Cary
Inelastic Flexural Stability Of Corrugations, Raymond L. Cary
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Formed Steel Construction In The People's Republic Of China, Zhang Zhong-Quan
Cold-Formed Steel Construction In The People's Republic Of China, Zhang Zhong-Quan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Development Of A Unified Approach To The Design Of Cold-Formed Steel Members, Teoman Peköz
Development Of A Unified Approach To The Design Of Cold-Formed Steel Members, Teoman Peköz
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
No abstract provided.
Source Testing Software, Harold M. Cota
Source Testing Software, Harold M. Cota
Civil and Environmental Engineering
Ifyou have been looking for a way to speed the calculation or reporting of source test data, this month's column will be of interest to you. Included in this review are one commercial program, several noncommercial programs, and a summary of programs that are available for programmable calculators. The author would appreciate knowing of similar programs that you may have developed or used.
Impact Evaluation Of The Lexington-Fayette County Traffic Alcohol Program (1982-1986), Jerry G. Pigman, Kenneth R. Agent
Impact Evaluation Of The Lexington-Fayette County Traffic Alcohol Program (1982-1986), Jerry G. Pigman, Kenneth R. Agent
Kentucky Transportation Center Research Report
This report is a final evaluation of four years of increased police enforcement to reduce alcohol-related accidents in Lexington-Fayette County, Kentucky. Three types of data were collected as a means of evaluating the Traffic Alcohol Program; accident data, arrest and adjudication data, and cost-effectiveness data.
Results from before-and-after comparisons and time-series analysis show alcohol-related accidents decreased significantly during the study period. When comparing two years before with four years during the increased enforcement, the reduction in alcohol-related accidents during hours of increased enforcement was 37.3 percent using standard before and after analysis and 36.4 percent using time-series analysis. For all …
Investigation Of Collapse Of Long-Span Structure Under Ky 80 In Floyd County, Ronald D. Hughes, David L. Allen, Robert C. Deen
Investigation Of Collapse Of Long-Span Structure Under Ky 80 In Floyd County, Ronald D. Hughes, David L. Allen, Robert C. Deen
Kentucky Transportation Center Research Report
The Kentucky Transportation Research Program (KTRP) was requested to obtain and review design, construction, and post construction documents relative to the long-span structure under KY 80 in Floyd County. Telephone and in-person contacts were made with various agency officials involved with the structure in an endeavor to collect pertinent data. Documents that were initially presented to KTRP staff were thoroughly reviewed and a draft report based upon information submitted was prepared. The draft report included a scenario relating to a probable sequence of events that could have been significant in the ultimate collapse of the structure.
Soon after distribution of …
Shrinkage Compensation Deck Concrete (Ky 1974 Bridge Over Tates Creek Road), David Q. Hunsucker
Shrinkage Compensation Deck Concrete (Ky 1974 Bridge Over Tates Creek Road), David Q. Hunsucker
Kentucky Transportation Center Research Report
This report summarizes the construction activities on an experimental bridge deck utilizing shrinkage compensating concrete. The experimental concrete is characterized in terms of freeze/thaw durability, compressive strength, and elastic moduli.
Rutting And Longitudinal Cracking And Temperature Cracking: A Case Study (Us 23, Greenup County, Mp 6.0 To 28.8), James H. Havens, Gary W. Sharpe, David L. Allen, David Q. Hunsucker
Rutting And Longitudinal Cracking And Temperature Cracking: A Case Study (Us 23, Greenup County, Mp 6.0 To 28.8), James H. Havens, Gary W. Sharpe, David L. Allen, David Q. Hunsucker
Kentucky Transportation Center Research Report
US 23, Greenup County, Ashland-South Shore, developed rutting and transverse and longitudinal cracking. The pavement was about 14 years old and had served heavy trucks. Road Rater tests, crack surveys, and various inspections had been made prior to the fall of 1985. Inspection and a report by KTRP led to further evaluation, examination internally by trenching, and additional tests and surveys. This report combines pertinent facts and records. It includes recommendations for overlayment.
Parametric Excitation Of An Axially Moving Band By Periodic Edge Loading, W-Z Ben Wu, C. D. Mote
Parametric Excitation Of An Axially Moving Band By Periodic Edge Loading, W-Z Ben Wu, C. D. Mote
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Simple torsion parametric resonance and combination torsion-bending parametric resonance can be excited in an axially moving band by an in-plane periodic edge loading that is normal to the longitudinal axis of the band. The model simulates band saws, belts, magnetic tapes and like systems under edge forces. Sum combination instabilities, in particular, permit the excitation of low frequency resonances by higher frequency edge forces. Simple bending, combination torsion-torsion, combination bending-bending and difference type parametric instabilities are not excited by periodic normal edge forces. The space of band parameters leading to parametric instability shrinks with increasing axial tension and with increasing …
Lime Stabilization Of Pavement Subgrade Soils Of Section Aa-19 Of The Alexandria-Ashland Highway, Tommy C. Hopkins, David L. Allen
Lime Stabilization Of Pavement Subgrade Soils Of Section Aa-19 Of The Alexandria-Ashland Highway, Tommy C. Hopkins, David L. Allen
Kentucky Transportation Center Research Report
The purposes of this study were to evaluate the effects of hydrated lime on the soils from Section AA-19 of the Alexandria-Ashland Highway and determine if the engineering properties of the soils from Section AA-19 could be improved by lime stabilization. Soil samples used in the study were obtained by· the Kentucky Transportation Research Program on March 25, 1986. Three bag samples were collected from Section AA-19 (Lewis County, Kentucky) of the Alexandria-Ashland Highway, Stations 1630 (Sample A), 1495 (Sample B), and 1675+50 (Sample C), respectively. Based on a review of the geology of Section AA-19, the three sampling sites …