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Articles 35161 - 35190 of 39882
Full-Text Articles in Engineering
Inelastic Torsional-Flexural Buckling Of Cold-Formed Open Section Under Eccentric Load, Jang Dejin, Chen Shaofan
Inelastic Torsional-Flexural Buckling Of Cold-Formed Open Section Under Eccentric Load, Jang Dejin, Chen Shaofan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Geometric Nonlinear Dynamic Analysis Of Locally Buckled Frames, George E. Blandford, Shien T. Wang, Neng T. Wang
Geometric Nonlinear Dynamic Analysis Of Locally Buckled Frames, George E. Blandford, Shien T. Wang, Neng T. Wang
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Earthquake Resistance Of Light-Gauge Steel Frames, Testuro Ono
Earthquake Resistance Of Light-Gauge Steel Frames, Testuro Ono
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Effect Of End Supports On The Behavior Of Braced Girts And Purlins, Dimos Polyzois, Peter C. Birkemoe
The Effect Of End Supports On The Behavior Of Braced Girts And Purlins, Dimos Polyzois, Peter C. Birkemoe
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Load Carrying Capacity Of Z-Purlins With A.C. Sheet Cladding, S. Seetharaman, P. R. Natarajan, A. C. R. Djugash
Load Carrying Capacity Of Z-Purlins With A.C. Sheet Cladding, S. Seetharaman, P. R. Natarajan, A. C. R. Djugash
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Earthquake Resistance Of Industrial Steel Storage Racks, C. K. Chen, R. E. Scholl
Earthquake Resistance Of Industrial Steel Storage Racks, C. K. Chen, R. E. Scholl
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Light-Weight Steel Based Floor Systems For Multi-Storey Buildings, H. Urschel, Rolf Baehre
Light-Weight Steel Based Floor Systems For Multi-Storey Buildings, H. Urschel, Rolf Baehre
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Stress Concentrations In The Joints Of A Ladder Frame Subjected To Torsion, J. Ergatoudis, T. H. G. Megson, M. H. Datoo
Stress Concentrations In The Joints Of A Ladder Frame Subjected To Torsion, J. Ergatoudis, T. H. G. Megson, M. H. Datoo
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Criteria For Connection Spacing In Cold-Formed Steel, Muzaffer Yener
Criteria For Connection Spacing In Cold-Formed Steel, Muzaffer Yener
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Simplified Design Approach For Laterally Braced Purlins Subjected To Wind Uplift, Roger A. Laboube
Simplified Design Approach For Laterally Braced Purlins Subjected To Wind Uplift, Roger A. Laboube
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Aids For Stiffened Channels, James A. Cran, Joseph Williams
Design Aids For Stiffened Channels, James A. Cran, Joseph Williams
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Load And Resistance Factor Design Of Cold-Formed Steel Structural Members, Theodore V. Galambos, Wei-Wen Yu
Load And Resistance Factor Design Of Cold-Formed Steel Structural Members, Theodore V. Galambos, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Comparative Study Of Load And Resistance Factor Design Vs. Allowable Stress Design, Brian K. Snyder, Lan-Cheng Pan, Wei-Wen Yu
Comparative Study Of Load And Resistance Factor Design Vs. Allowable Stress Design, Brian K. Snyder, Lan-Cheng Pan, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength Of Biaxially Compressed Perforated Plates, Rangachari Narayanan, Fong-Yen Chow
Strength Of Biaxially Compressed Perforated Plates, Rangachari Narayanan, Fong-Yen Chow
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
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.