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Full-Text Articles in Engineering
Accumulation Of Bracing Strength And Stiffness Demand In Cold-Formed Steel Stud Walls, Thomas Sputo
Accumulation Of Bracing Strength And Stiffness Demand In Cold-Formed Steel Stud Walls, Thomas Sputo
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Bracing Strength And Stiffness Requirements For Axially Loaded Lipped Cee Studs, Perry S. Green, Thomas Sputo, Viswanath Urala
Bracing Strength And Stiffness Requirements For Axially Loaded Lipped Cee Studs, Perry S. Green, Thomas Sputo, Viswanath Urala
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Shear Rigidity Of Sheathed Walls With Pneumatically Driven Pin Connections, Wimal Suaris, Stuart Werner Baur
Shear Rigidity Of Sheathed Walls With Pneumatically Driven Pin Connections, Wimal Suaris, Stuart Werner Baur
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength And Stiffness Of Conventional Bridging Systems For Cold-Formed Cee Studs, Perry S. Green, Thomas Sputo, Viswanath Urala
Strength And Stiffness Of Conventional Bridging Systems For Cold-Formed Cee Studs, Perry S. Green, Thomas Sputo, Viswanath Urala
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The 2002 Aisi Cold-Formed Steel Design Manual, Richard C. Kaehler, Helen Chen
The 2002 Aisi Cold-Formed Steel Design Manual, Richard C. Kaehler, Helen Chen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Structural Behaviour Of High Strength Cold-Formed Steel Z Purlins With Overlaps, K. F. Chung, H. C. Ho
Structural Behaviour Of High Strength Cold-Formed Steel Z Purlins With Overlaps, K. F. Chung, H. C. Ho
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Structural Behavior Of Connections Of Cold-Formed Steel Portal Frames, Young Bong Kwon, Hyun Suk Chung, Gap Deuk Kim
The Structural Behavior Of Connections Of Cold-Formed Steel Portal Frames, Young Bong Kwon, Hyun Suk Chung, Gap Deuk Kim
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Parameter Study For First-Generation Sheeting Failure Using A Theoretical And Fe Model, M. Rosmanit, Monique Bakker
Parameter Study For First-Generation Sheeting Failure Using A Theoretical And Fe Model, M. Rosmanit, Monique Bakker
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Ispan A Light Steel Floor System, D. M. Fox, R. M. Schuster, M. R. Strickland
Ispan A Light Steel Floor System, D. M. Fox, R. M. Schuster, M. R. Strickland
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Strength Of Cfs Floor Assemblies With Clip Angle Bearing Stiffeners, S. R. Fox
The Strength Of Cfs Floor Assemblies With Clip Angle Bearing Stiffeners, S. R. Fox
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Behavior Of Cold-Formed Scaffolding Tubes, A. Hubner, H. Saal
Buckling Behavior Of Cold-Formed Scaffolding Tubes, A. Hubner, H. Saal
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Investigation Of The Shear Stiffness Of Profiled Steel Sheeting Diaphragms With Only Two Edges Fastened, M. Duerr, H. Saal
Investigation Of The Shear Stiffness Of Profiled Steel Sheeting Diaphragms With Only Two Edges Fastened, M. Duerr, H. Saal
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Local And Distortional Buckling Of Cold-Formed Steel Studs Using Direct Strength, Jennifer Tovar
Local And Distortional Buckling Of Cold-Formed Steel Studs Using Direct Strength, Jennifer Tovar
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Finite Element Modeling Of Cold-Formed Steel Beams Validation And Application, Cheng Yu, Benjamin W. Schafer
Finite Element Modeling Of Cold-Formed Steel Beams Validation And Application, Cheng Yu, Benjamin W. Schafer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Formed Steel Pitched-Roof Portal Frames Of Back-To-Back Plain Channel Sections And Bolted Joints, Aurel Stratan, Zsolt Nagy
Cold-Formed Steel Pitched-Roof Portal Frames Of Back-To-Back Plain Channel Sections And Bolted Joints, Aurel Stratan, Zsolt Nagy
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Mbma-Sponsored Cold-Formed Steel Research 50th Anniversary Retrospective, W. Lee Shoemaker
Mbma-Sponsored Cold-Formed Steel Research 50th Anniversary Retrospective, W. Lee Shoemaker
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Distortional Buckling Of Cold-Formed Steel Members, Maximiliano Malite, Roberto Martins Goncalves, Jorge Munaiar Neto, Gustavo M. B. Chodraui
Distortional Buckling Of Cold-Formed Steel Members, Maximiliano Malite, Roberto Martins Goncalves, Jorge Munaiar Neto, Gustavo M. B. Chodraui
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Cold-formed steel members are widely employed in steel construction because their structural components are lighter and more economical than traditional hot-rolled ones. Nowadays, the easy availability and accessible cost of high-strength low-alloy steels, weathering steels and zinc-coated steels have led to members with high width/thickness ratios, rendering them even more susceptible to local buckling, which is characterized by a plate buckling and which can also lead to another buckling mode called distortional buckling, affecting mainly members with edge stiffeners (lipped channels and Z-sections, hat, rack, etc.). Hence, current versions of technical codes for cold-formed steel design have warned about the …
Distortional Buckling Tests On Cold-Formed Steel Beams, Cheng Yu, Benjamin W. Schafer
Distortional Buckling Tests On Cold-Formed Steel Beams, Cheng Yu, Benjamin W. Schafer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Laterally braced cold-formed steel beams generally fail due to local or distortional buckling. When the compression flange is not restrained by attachment to sheathing or paneling, such as in negative bending of continuous members (joist, purlins, etc.), members are prone to distortional failures. However, distortional buckling remains a largely unaddressed problem in the main body of the North American Specification (NAS 2001). Only a limited amount of experimental data on unrestricted distortional buckling in bending is available, therefore a new series of distortional buckling tests was completed. The test details are selected specifically to insure that distortional buckling is free …
Local-Plate And Distortional Post-Buckling Behavior Of Cold-Formed Steel Lipped Channel Columns With Intermediate Stiffeners, Nuno Silvestre, Dinar Camotim
Local-Plate And Distortional Post-Buckling Behavior Of Cold-Formed Steel Lipped Channel Columns With Intermediate Stiffeners, Nuno Silvestre, Dinar Camotim
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper reports the results of an investigation concerning the local-plate and distortional post-buckling behavior of cold-formed steel lipped channel columns with web and flange intermediate stiffeners. They have all been obtained through geometrically non-linear analyses based on a recently developed and implemented Generalized Beam Theory (GBT) formulation that incorporates (i) conventional (shear undeformable), (ii) shear (non-linear warping) and (iii) transverse extension deformation modes. These results, some of which are compared with values yielded by shell finite element analyses performed in the code ABAQUS (mostly for validation purposes), provide the evolution, along a given local-plate or distortional post-buckling equilibrium path, …
Stress Gradient Effect On The Buckling Of Thin Plates, Cheng Yu, Benjamin W. Schafer
Stress Gradient Effect On The Buckling Of Thin Plates, Cheng Yu, Benjamin W. Schafer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper presents an analytical method to calculate the buckling stress of a rectangular thin plate under nonuniform applied axial stresses. Two cases are considered, buckling of a plate simply supported on all four sides and buckling of a plate simply supported on three sides with one unloaded edge free and the opposite unloaded edge rotationally restrained. These two cases illustrate the influence of stress (moment) gradient on stiffened and unstiffened elements, respectively. The axial stress gradient is equilibrated by shear forces along the supported edges. A Rayleigh-Ritz solution with an assumed deflection function as a combination of a polynomial …
An Experimental Study Of The Compressive Performance Of Structural Panels With Cold-Formed Thin-Walled Perforated Steel Channels, B. Salhab, Y. C. Wang
An Experimental Study Of The Compressive Performance Of Structural Panels With Cold-Formed Thin-Walled Perforated Steel Channels, B. Salhab, Y. C. Wang
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Of Cold-Formed Steel Compression Members Subject To Distortional Buckling At Elevated Temperatures, Thanuja Ranawaka, Mahen Mahendran
Design Of Cold-Formed Steel Compression Members Subject To Distortional Buckling At Elevated Temperatures, Thanuja Ranawaka, Mahen Mahendran
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Of Cold-Formed Web Members With Non-Uniform Cross Sections, Serge Parent, Joseph J. Pote, Kenneth W. Neale
Design Of Cold-Formed Web Members With Non-Uniform Cross Sections, Serge Parent, Joseph J. Pote, Kenneth W. Neale
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Of Fixed-Ended Cold-Formed Steel Plain Angle Compression Members, Ben Young
Design Of Fixed-Ended Cold-Formed Steel Plain Angle Compression Members, Ben Young
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Numerical Simulations Of High Strength Steel Box-Shaped Columns, Demao Yang, Gregory J. Hancock
Numerical Simulations Of High Strength Steel Box-Shaped Columns, Demao Yang, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Detailed Examination Of Interactive Buckling In Plain Channel Sections, A. Aziz
A Detailed Examination Of Interactive Buckling In Plain Channel Sections, A. Aziz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Analysis Of Cold-Formed Steel Members Using Cufsm: Conventional And Constrained Finite Strip Methods, S. Adany
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Elastic Post-Buckling Behavior Of Uniformly Compressed Plates, M. Rosmanit
Elastic Post-Buckling Behavior Of Uniformly Compressed Plates, M. Rosmanit
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Post-Buckling In The Distortional Mode And Buckling Mode Interaction Of Cold-Formed Thin-Walled Sections With Edge Stiffeners, Derrick C. Y. Yap, Gregory J. Hancock
Post-Buckling In The Distortional Mode And Buckling Mode Interaction Of Cold-Formed Thin-Walled Sections With Edge Stiffeners, Derrick C. Y. Yap, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Direct Strength Method For Lipped Channel Columns And Beams Affected By Local-Plate/Distortional Interaction, Nuno Silvestre
Direct Strength Method For Lipped Channel Columns And Beams Affected By Local-Plate/Distortional Interaction, Nuno Silvestre
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.