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Articles 35641 - 35670 of 39837
Full-Text Articles in Engineering
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.
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.
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.
Reliability Of Electric Cables And Conduit Supports, Andrzej S. Nowak, Peria V. Regupathy
Reliability Of Electric Cables And Conduit Supports, Andrzej S. Nowak, Peria V. Regupathy
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.
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.
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.
Flexural Buckling In Cold-Formed Steel Structural Members, Peter Lorincz
Flexural Buckling In Cold-Formed Steel Structural Members, Peter Lorincz
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.
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.
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.
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.
Composite Steel Deck Diaphragm Slabs -- Design Modes, Max L. Porter, Lowell F. Greimann
Composite Steel Deck Diaphragm Slabs -- Design Modes, Max L. Porter, Lowell F. Greimann
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Composite Cold-Formed Steel-Concrete Structural System, George Abdel-Sayed
Composite Cold-Formed Steel-Concrete Structural System, George Abdel-Sayed
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.
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.
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.
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.
Ultimate Moment Capacity Of Thin-Walled Cold-Formed Members Of Vehicular Structures, Frank Monasa, Timothy Chipman
Ultimate Moment Capacity Of Thin-Walled Cold-Formed Members Of Vehicular Structures, Frank Monasa, Timothy Chipman
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Sidor's Design Aids For Cold-Formed Steel Beams And Columns, Arnaldo R. Gutierrez, O. Jorge Espinoze
Sidor's Design Aids For Cold-Formed Steel Beams And Columns, Arnaldo R. Gutierrez, O. Jorge Espinoze
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.
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.
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.
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.
Review Of Pertinent Contract Documents Tennessee-Tombigbee Waterway Divide Cut Section 3a, Ronald D. Hughes, Robert C. Deen, David L. Allen, Tommy C. Hopkins
Review Of Pertinent Contract Documents Tennessee-Tombigbee Waterway Divide Cut Section 3a, Ronald D. Hughes, Robert C. Deen, David L. Allen, Tommy C. Hopkins
Kentucky Transportation Center Research Report
During construction of a portion of the Tombigbee Canal near Corinth, Mississippi, southward from Pickwick Lake (Station 13,118+00 to 13,337+50), the Contractor reported various problems, which he termed "differing site conditions." Some of the items considered as problems by the Contractor were: the amount of cherty Paleozoic material was far less than he expected or anticipated, there were deep deposits of bluish muck, the alluvial was not sufficiently stable to place in 1-foot lifts, excessively wet materials made it necessary to shift equipment frequently, the equipment had to travel over bad roads, and the materials had no bearing strength.
Strain Energy Analysis Of Pavement Designs For Heavy Trucks, Herbert F. Southgate, Robert C. Deen, Jesse G. Mayes
Strain Energy Analysis Of Pavement Designs For Heavy Trucks, Herbert F. Southgate, Robert C. Deen, Jesse G. Mayes
Kentucky Transportation Center Research Report
The first portion of this paper summarizes classical concepts of work, or strain energy, as applied to the analysis of stresses, strains, and deflections under various vehicular load configurations on pavement systems. Controlling equations for strain energy density are presented. When considering strain energy density, strain energy, or work, all components of stresses or strains must be taken into account so that total internal behavior can be evaluated. Previously, pavement thickness design systems have been developed using only a single component of strain, typically at the bottom of the asphaltic concrete layer or at the top of the subgrade. Strain …