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Articles 1861 - 1890 of 2023
Full-Text Articles in Structural Engineering
Screw Connected Shear Diaphragms, Larry D. Luttrell
Screw Connected Shear Diaphragms, Larry D. Luttrell
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Behavior Of Light Gage Diaphragms Coupled With X-Bracing, James M. Fisher, Donald L. Johnson
Behavior Of Light Gage Diaphragms Coupled With X-Bracing, James M. Fisher, Donald L. Johnson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Formed Steel Wall Stud Design, Amir Imaan, Teoman Pekoz
Cold-Formed Steel Wall Stud Design, Amir Imaan, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Box Beam Stiffening Using Cold Formed Decks, Condrad P. Heins, David Blank
Box Beam Stiffening Using Cold Formed Decks, Condrad P. Heins, David Blank
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Composite Slabs With Steel Deck Panels, Larry D. Luttrell, James H. Davison
Composite Slabs With Steel Deck Panels, Larry D. Luttrell, James H. Davison
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Structural Behavior And Design Of Thick, Cold-Formed Steel Members, Wei-Wen Yu, William M. Mckinney, Victor A. S. Liu
Structural Behavior And Design Of Thick, Cold-Formed Steel Members, Wei-Wen Yu, William M. Mckinney, Victor A. S. Liu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Metal Decks Used To Form Hypar-Shell Panels, Mrinmay Biswas, Jerome S. B. Iffland
Metal Decks Used To Form Hypar-Shell Panels, Mrinmay Biswas, Jerome S. B. Iffland
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Criteria For Steel Transmission Poles, Edwing H. Gaylord
Design Criteria For Steel Transmission Poles, Edwing H. Gaylord
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Connection Strength In Thin Metal Roof Structures, Robert W. Haussler, Richard F. Pabers
Connection Strength In Thin Metal Roof Structures, Robert W. Haussler, Richard F. Pabers
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Post-Local-Buckling Behavior Of Thin-Walled Columns, Shien T. Wang, Yei L. Tien
Post-Local-Buckling Behavior Of Thin-Walled Columns, Shien T. Wang, Yei L. Tien
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Experimental Techniques For Plate Buckling, W. Pennington Vann, John Sehested
Experimental Techniques For Plate Buckling, W. Pennington Vann, John Sehested
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Ultimate Strength Of Thin-Walled Members Under Patch Loading And Bending, M. A. El-Gaaly, K. C. Rockey
Ultimate Strength Of Thin-Walled Members Under Patch Loading And Bending, M. A. El-Gaaly, K. C. Rockey
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Drift Control With Light Gauge Steel Infill Panels, Craig J. Miller
Drift Control With Light Gauge Steel Infill Panels, Craig J. Miller
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Formed Steel Rack Structures, George Winter, Teoman Pekoz
Cold-Formed Steel Rack Structures, George Winter, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Analysis Of Drive-In And Drive-Thru Storage Racks, A. Longinow, M. A. Salmon, R. E. Welch
Analysis Of Drive-In And Drive-Thru Storage Racks, A. Longinow, M. A. Salmon, R. E. Welch
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Effect Of Semi-Rigid Connection To Steel Column Of Cold-Formed Perforated Singly Semmetric Section, Paul Han Cheng
Effect Of Semi-Rigid Connection To Steel Column Of Cold-Formed Perforated Singly Semmetric Section, Paul Han Cheng
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Developments And Application Of Lightweight Steel Components In Housing, Andrew S. Zakrzewski
Developments And Application Of Lightweight Steel Components In Housing, Andrew S. Zakrzewski
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Effects Of Allowable Steel Thickness Variation, C. Keith Brasher
Effects Of Allowable Steel Thickness Variation, C. Keith Brasher
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Light Gage Steel And The Changing Building Codes, Marin P. Walsh
Light Gage Steel And The Changing Building Codes, Marin P. Walsh
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Of Diaphragm-Braced Columns Of Unsymmetrical Sections And Application To Wall Studs Design, Amir Simaan
Buckling Of Diaphragm-Braced Columns Of Unsymmetrical Sections And Application To Wall Studs Design, Amir Simaan
CCFSS Library (1939 - present)
No abstract provided.
Buckling Of Diaphragm-Braced Columns Of Unsymmetrical Sections And Application To Wall Studs Design, Amir Simaan, George Winter, Teoman Peköz
Buckling Of Diaphragm-Braced Columns Of Unsymmetrical Sections And Application To Wall Studs Design, Amir Simaan, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
Lateral bracing has a significant effect on increasing the buckling load of compression members. In the case of wall stud construction, such bracing is provided by wallboards directly attached to the stud along its length and results in increasing the load carrying capacity significantly. The objective of this investigation is to study the behavior of singly symmetric sections braced by shear diaphragms and to apply the theoretical findings verified by experimental results to the design of wall studs. In the present investigation the shear rigidity as well as the rotational restraint of the diaphragm are considered. Using an energy approach, …
Current Design Practice For Bridge Superstructures Connected To Flexible Superstructures, Jack H. Emanuel, J. Leroy Hulsey, John Best, Joseph H. Senne, Leroy E. Thompson
Current Design Practice For Bridge Superstructures Connected To Flexible Superstructures, Jack H. Emanuel, J. Leroy Hulsey, John Best, Joseph H. Senne, Leroy E. Thompson
CCFSS Library (1939 - present)
No abstract provided.
Reversed And Repeated Lost Tests Of Full-Scale Steel Frames, Lauren D. Carpenter, Le-Wu Lu
Reversed And Repeated Lost Tests Of Full-Scale Steel Frames, Lauren D. Carpenter, Le-Wu Lu
CCFSS Library (1939 - present)
No abstract provided.
Plastic Subassemblage Anlysis And Tests For Rigid High-Rise Steel Frames, J. Hartley Daniels, S. W. Kim
Plastic Subassemblage Anlysis And Tests For Rigid High-Rise Steel Frames, J. Hartley Daniels, S. W. Kim
CCFSS Library (1939 - present)
No abstract provided.
Column Research Council: Proceedings 1973, Column Research Council
Column Research Council: Proceedings 1973, Column Research Council
CCFSS Library (1939 - present)
One of the purposes of the Council is to maintain a forum where problems related to the design and behavior of columns and other compression elements in metal structures can be presented for evaluation and discussion. The Annual Technical Session provides opportunity to carry out this function. The 1973 Annual Technical Session was held on May 2 and 3 at the Los Angeles Hilton Hotel in Los Angeles, California. Sixty persons attended the Session and thirty-three papers were delivered. A panel discussion on "Frame Stability Under Seismic Loading" was held in the evening of May 2, 1973. Panelists were E. …
Tests On Field Welded Puddle And Fillet Weld Connections, R. S. Yarnell, Teoman Peköz
Tests On Field Welded Puddle And Fillet Weld Connections, R. S. Yarnell, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION This report contains the results of tests on 122 field welded connections. Most of the specimens are approximately the same as those that were shop welded previously and tested. The results of tests on shop welded specimens are given in Ref. 2. Those field welded specimens that do not correspond to the shop welded specimens are indicated in Table lA. Except as noted, all notations, variables, weld configurations and procedures are identical with those in Ref. 2. All specimens were tested in a hydraulic test machine under monotonically increasing slowly applied tensile force. This report differs from Ref. 2 …
Diaphragm Braced Thin-Walled Open Sections And Design Of Wall Studs, Amir Simaan, Teoman Peköz
Diaphragm Braced Thin-Walled Open Sections And Design Of Wall Studs, Amir Simaan, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION Cold-formed steel wall studs generally are I, Z or channel shaped with or without stiffening lips, and with webs perpendicular to the plane of the wall. Because of their configuration and dimensions, these sections are quite unstable by themselves. However, the stability and, hence, load-carrying capacity of such studs are increased substantially once they are connected to the wallboard material. The main function of the wallboard is that of enclosure, but it serves also as a bracing system for the studs. Gypsum board, vegetable fiberboard, tempered board or plywood are commonly used wallboard materials. Such boards are connected to …
Analysis Of Multistory Frames With Light Gauge Steel Panel Infills, Craig J. Miller, Robert G. Sexsmith, Arthur H. Nilson
Analysis Of Multistory Frames With Light Gauge Steel Panel Infills, Craig J. Miller, Robert G. Sexsmith, Arthur H. Nilson
CCFSS Library (1939 - present)
PREFACE This report was originally presented as a thesis to the Faculty of the Graduate School of Cornell University in partial fulfillment of the requirements for the degree of Doctor of Philosophy, conferred in August 1972. The author wishes to thank Professor Arthur H. Nilson, Project Director, and Professor Robert G. Sexsmith, Principal Investigator, for the help and guidance that made this work possible. This investigation was supported by the American Iron and Steel Institute.
Diaphragm Braced Channel And Z-Section Beams, George Winter, Nuri Celebi, Teoman Peköz
Diaphragm Braced Channel And Z-Section Beams, George Winter, Nuri Celebi, Teoman Peköz
CCFSS Library (1939 - present)
PREFACE Cold-·formed channels and Z-shapes are widely used as purlins supporting roof surfaces which consist of light-gage steel panels or other material. If the panels are interconnected to form diaphragms, they brace the purlins and increase their carrying capcity sizeably. It is the purpose of this investigation to explore this bracing effect and provide tools for its utilization in~design. The author wishes to express his gratitude to Professors George Winter and Teoman Pekoz, Project Directors. Their suggestions, criticism and guidance made this work possible. The research project covered by this report was sponsored at Cornell University by the American Iron …
The Structural Behavior Of Cold-Formed Steel Members With Perforated Elements, Charles S. Davis, Wei-Wen Yu
The Structural Behavior Of Cold-Formed Steel Members With Perforated Elements, Charles S. Davis, Wei-Wen Yu
CCFSS Library (1939 - present)
PREFACE This report was originally a dissertation presented to the Faculty of the Graduate School of the University of Missouri-Rolla in partial fulfillment of the requirements for the Degree of Doctor of Philosophy in Civil Engineering, for conferment in May 1972. The research project described within was sponsored by American Iron and Steel Institute through a Special Engineering Fellowship in the fiscal year 1970-71. The author wishes to thank Dr. Wei-Wen Yu, Associate Professor of Civil Engineering, University of Missouri-Rolla for his invaluable guidance in his joint capacity as the project director and as major advisor of my advisory committee. …