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Articles 3631 - 3660 of 4028
Full-Text Articles in Structural Engineering
Design Of Automotive Structural Components Using High Strength Sheet Steels Preliminary Study Of Members Consisting Of Flat And Curved Elements, Wei-Wen Yu, M. Brad Parks
Design Of Automotive Structural Components Using High Strength Sheet Steels Preliminary Study Of Members Consisting Of Flat And Curved Elements, Wei-Wen Yu, M. Brad Parks
CCFSS Library (1939 - present)
No abstract provided.
The Influence Of Local Buckling On The Structural Behavior Of Singly-Symmetric Cold-Formed Steel Columns, Gale P. Mulligan, Teoman Peköz
The Influence Of Local Buckling On The Structural Behavior Of Singly-Symmetric Cold-Formed Steel Columns, Gale P. Mulligan, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION Cold-formed steel sections are formed from thin steel sheets, of typical thickness 0.015-0.25 inches, by either production cold roll forming or by specialized press braking. As a result, it is possible to produce economically a variety of cross-sectional shapes, which have high strength-to-weight ratios. Some structural applications include primary and secondary load-carrying framing members, such as columns, purlins and wall studs; and shear diaphragms, such as floor and roof decks and wall panels (Yu [1973]). Their design is governed by the American Iron and Steel Institute (AISI) Specification [1980], which is unique because of its generality, e.g., no specific …
Analytical And Experimental Stresses In Concrete Pavements And Unbonded Overlays, Ahmad Jaber
Analytical And Experimental Stresses In Concrete Pavements And Unbonded Overlays, Ahmad Jaber
Dissertations and Theses
The principal objective of this study is to determine the accuracy of calculating stresses in concrete pavements and unbonded overlays under different loading conditions. The computed stresses for the single layer pavements are obtained based on Westergaard theory, the finite-element model (ILLI-SLAB), and the elastic layered model (ELSYM5). For the two-layer unbonded systems, stresses are estimated based on the finite-element theory and the Portland Cement Association design method. The experimental results for the comparison were available from a series of tests done on model scale concrete pavements and unbonded overlays. The results of present investigation show that the computed stresses …
Design Of Automotive Structural Components Using High Strength Sheet Steels, Wei-Wen Yu, Chiravut Santaputra, M. Brad Parks
Design Of Automotive Structural Components Using High Strength Sheet Steels, Wei-Wen Yu, Chiravut Santaputra, M. Brad Parks
CCFSS Library (1939 - present)
INTRODUCTION In recent years, automobile manufacturers have introduced new lines of lighter vehicles for the purpose of achieving fuel economy. To construct such vehicles, formable and weldable, high strength, sheet steels with yield points ranging up to 140 ksi have been used for parts and structural components. 1.1-1.7 Because various types of newer high strength sheet steels are now available for engineers to reduce car weight and because these steels permit the use of existing production equipment with virtually no change in techniques or production rates, the design criteria for efficient and economical use of these high strength steels in …
A Study Of Single Angle Compression Members, James Robert Callaway
A Study Of Single Angle Compression Members, James Robert Callaway
Dissertations and Theses
A study was undertaken to investigate the compressive capacity of a specific group of single angle members.
A review of existing literature and techniques was presented. Laboratory compression tests were performed on 22 angle members of four different sizes and two different lengths. Additional tests were performed to determine the yield strength of the material. The results, normalized with respect to the yield stress, were tabulated and discussed.
Two existing analytic models were used to attempt to predict the ultimate capacity of the test members. The first, an elastic method, was based upon the AISC combined stress equation. The second, …
Secondary Stresses In Bowstring Timber Trusses, John F. Bradford
Secondary Stresses In Bowstring Timber Trusses, John F. Bradford
Dissertations and Theses
This study was undertaken in order to determine analytically the magnitude of the secondary (i.e., joint deflection induced) moments in the continuous glued-laminated chords of bowstring timber trusses. Traditionally, these moments have been assumed to be small and therefore neglected. The American Institute of Timber Construction makes no mention of these moments in their recommended design procedure.
Cold-Formed Steel Design Manual, American Iron And Steel Institute
Cold-Formed Steel Design Manual, American Iron And Steel Institute
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
No abstract provided.
Probability Analysis Of Cold-Formed Steel Structures, Mircea Grigoriu, Teoman Peköz
Probability Analysis Of Cold-Formed Steel Structures, Mircea Grigoriu, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Post Buckling Behaviour Of Bending Elements, J. Rhodes
The Post Buckling Behaviour Of Bending Elements, J. Rhodes
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Eccentric Connection Of Cold-Formed Steel Rack Structure, Rokuya Yamasaki, Noboru Yamamoto, Tsunemi Mochinaga
Eccentric Connection Of Cold-Formed Steel Rack Structure, Rokuya Yamasaki, Noboru Yamamoto, Tsunemi Mochinaga
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Purlin Failures In The Vicinity Of Lap Joints And Internal Supports, K. T. Kavanagh
Purlin Failures In The Vicinity Of Lap Joints And Internal Supports, K. T. Kavanagh
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Combined Compression And Lateral Loads On Load Bearing Steel Stud Walls, Paul G. Schurter, R. M. Schuster, Andrew S. Zakrzewski
Combined Compression And Lateral Loads On Load Bearing Steel Stud Walls, Paul G. Schurter, R. M. Schuster, Andrew S. Zakrzewski
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Formed Steel: Research To Design, Albert L. Johnson
Cold-Formed Steel: Research To Design, Albert L. Johnson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Teaching Cold-Formed Steel Design To Technologists, Richard K. Keplar, Edward R. Estes Jr.
Teaching Cold-Formed Steel Design To Technologists, Richard K. Keplar, Edward R. Estes Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Periods For Seismic Design Of Industrial Storage Racks, C. K. Chen, R. E. Scholl
Periods For Seismic Design Of Industrial Storage Racks, C. K. Chen, R. E. Scholl
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Practical Grain Bin Design Manufacturing And Erection Considerations, George T. Halmos, G. Peter Koens
Practical Grain Bin Design Manufacturing And Erection Considerations, George T. Halmos, G. Peter Koens
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold Formed Steel Applications Abroad, Rolf Baehre, Bao-Kang He, Gerard Moreau, Kazumi Sakae, E. R. Bryan, Teoman Peköz
Cold Formed Steel Applications Abroad, Rolf Baehre, Bao-Kang He, Gerard Moreau, Kazumi Sakae, E. R. Bryan, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold Formed Standard Steel Products In A Low Cost House Construction Method, Robert W. Dannemann
Cold Formed Standard Steel Products In A Low Cost House Construction Method, Robert W. Dannemann
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Aisi Design Criteria For Bolted Connections, Wei-Wen Yu
Aisi Design Criteria For Bolted Connections, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Analysis Of Local Plate Buckling Experimental Data, J. Roorda, K. R. Venkataramaiah
Analysis Of Local Plate Buckling Experimental Data, J. Roorda, K. R. Venkataramaiah
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Of Eccentrically Loaded Curved Panels, Ted T. Sokol Jr.
Buckling Of Eccentrically Loaded Curved Panels, Ted T. Sokol Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Strength Of Cold-Formed Steel Curved Panels, James L. Jorgenson, Asadul H. Chowdhury
Buckling Strength Of Cold-Formed Steel Curved Panels, James L. Jorgenson, Asadul H. Chowdhury
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Web Crippling Of Decks Subjected To Two Flange Loading, B. A. Wing, R. M. Schuster
Web Crippling Of Decks Subjected To Two Flange Loading, B. A. Wing, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Effective Lengths For Laterally Unbraced Compression Flanges Of Continuous Beams Near Intermediate Supports, G. Haaijer, J. H. Garrett Jr., K. H. Klippstein
Effective Lengths For Laterally Unbraced Compression Flanges Of Continuous Beams Near Intermediate Supports, G. Haaijer, J. H. Garrett Jr., K. H. Klippstein
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Shear Resistance Of Steel-Stud Wall Panels, Joseph D. Girard, Thomas S. Tarpy Jr.
Shear Resistance Of Steel-Stud Wall Panels, Joseph D. Girard, Thomas S. Tarpy Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Strength Of Cold-Formed Portal Frames, A. H. Baigent, Gregory J. Hancock
The Strength Of Cold-Formed Portal Frames, A. H. Baigent, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Dynamic Behavior Of Locally Buckled Frames, George E. Blandford, Shien T. Wang, Neng T. Wang
Dynamic Behavior 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.
Interactive Buckling In Thinwalled Columns, Srinivasan Sridharan, Rafael Benito
Interactive Buckling In Thinwalled Columns, Srinivasan Sridharan, Rafael Benito
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Comparison Of Methods Predicting Diaphram Behavior, Paul E. Liedtke, Donald R. Sherman
Comparison Of Methods Predicting Diaphram Behavior, Paul E. Liedtke, Donald R. Sherman
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Behavior Of C- And Z-Purlins Under Wind Uplift, Parviz Soroushian, Teoman Peköz
Behavior Of C- And Z-Purlins Under Wind Uplift, Parviz Soroushian, Teoman Peköz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.