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Articles 3811 - 3840 of 4028
Full-Text Articles in Structural Engineering
Structural Behavior Of Tubular Sections, Donald R. Sherman
Structural Behavior Of Tubular Sections, Donald R. Sherman
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Nonlinear Behavior Of Continuous Cold-Formed Beams, Ken P. Chong, David M. Mosier
Nonlinear Behavior Of Continuous Cold-Formed Beams, Ken P. Chong, David M. Mosier
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Study Of Cold-Formed Steel Beam Webs Subjected To Bending Stress, Roger A. Laboube, Wei-Wen Yu
Study Of Cold-Formed Steel Beam Webs Subjected To Bending Stress, Roger A. Laboube, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Application Of Cold-Formed Steel In Foundations, Andrew S. Zakrzewski
Application Of Cold-Formed Steel In Foundations, Andrew S. Zakrzewski
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Progress Report On Cold-Formed Steel Storage Rack Design, Teoman Pekoz, George Winter
Progress Report On Cold-Formed Steel Storage Rack Design, Teoman Pekoz, George Winter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Dynamic Response Of Steel Industrial Storage Racks, C. K. Chen, S. A. Freeman
Dynamic Response Of Steel Industrial Storage Racks, C. K. Chen, S. A. Freeman
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Seismic Analysis And Design Of Cold-Formed Steel Structural Members, Suresh G. Pinjarkar
Seismic Analysis And Design Of Cold-Formed Steel Structural Members, Suresh G. Pinjarkar
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Reliability Based Design Criteria For Temporary Cold-Formed Steel Buildings, Lawrence I. Knab, Niels C. Lind
Reliability Based Design Criteria For Temporary Cold-Formed Steel Buildings, Lawrence I. Knab, Niels C. Lind
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Analysis Of Cylindrical Grain Storages Made Of Cold-Formed Steel, George Abdel-Sayed
Analysis Of Cylindrical Grain Storages Made Of Cold-Formed Steel, George Abdel-Sayed
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Economic Study Of The Connection Safety Factor, Niels C. Lind, Lawrence I. Knab, W. Brent Hall
Economic Study Of The Connection Safety Factor, Niels C. Lind, Lawrence I. Knab, W. Brent Hall
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
On The Shear-Center Of Thin-Walled Members, Daryoush Motarjemi
On The Shear-Center Of Thin-Walled Members, Daryoush Motarjemi
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Local Instability Of Thin-Walled Sections Under Combined Compression And Bending, J. Rhodes, James M. Harvey
The Local Instability Of Thin-Walled Sections Under Combined Compression And Bending, J. Rhodes, James M. Harvey
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Buckling Of Plates And Beam Sections Under Stress Gradient, Shien T. Wang, Yei L. Tien
Buckling Of Plates And Beam Sections Under Stress Gradient, Shien T. Wang, Yei L. Tien
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Interaction Of Concentrated Load And Bending, George D. Ratliff Jr.
Interaction Of Concentrated Load And Bending, George D. Ratliff Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Sheet Metal Panels For Use In Construction, Rolf Baehre
Sheet Metal Panels For Use In Construction, Rolf Baehre
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Inelastic Reserve Capacity Of Cold-Formed Beams With Stiffened Compression Elements, Hans Peter Reck, George Winter, Teoman Peköz
Inelastic Reserve Capacity Of Cold-Formed Beams With Stiffened Compression Elements, Hans Peter Reck, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
PREFACE The present Report No. 356 deals with the inelastic reserve strength of cold-formed beams with stiffened compression flanges. The usual elastic design criterion regards the initiation of yielding in the outer fibers as defining failure. This criterion is used in Part I of the A.I.S.C. Specification and in the A.I.S.I. Specification for the design of steel structures. On the other hand, for so-called compact sections, as defined in the A.I.S.C. Specification, it is known that the actual maximum moment of a cross-section exceeds the initial yield moment and is reached only when yielding spreads over the entire section (complete …
Interpretation Of Tests On Welded Light Gage Steel Connections, Mark Shephard, George Winter, Teoman Peköz
Interpretation Of Tests On Welded Light Gage Steel Connections, Mark Shephard, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION This report interprets the results of three sets of test data (Ref. 1 through 3) on welded light-gage cold-formed steel specimens. The tests were conducted at Cornell for the American Iron and Steel Institute on 252 symmetric puddle and fillet welded connections tested under monotonically increasing static load. The tested connections consisted of 130 shop welded specimens and 122 field welded specimens. All test connections had the same basic configuration being made up of center plates, referred to as parent plates or connected plates in the references, butted together with one or, in the case of the double sheet …
Designing Fire Protection For Steel Columns, Subcommittee On Fire Technology, Committee On Construction Codes And Standards
Designing Fire Protection For Steel Columns, Subcommittee On Fire Technology, Committee On Construction Codes And Standards
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
No abstract provided.
Study Of Cold-Formed Steel Structural Members Made Of Thick Sheets And Plates, William M. Mckinney, Victor A. S. Liu, Wei-Wen Yu
Study Of Cold-Formed Steel Structural Members Made Of Thick Sheets And Plates, William M. Mckinney, Victor A. S. Liu, Wei-Wen Yu
CCFSS Library (1939 - present)
This final report presents the results of a study of cold-formed steel structural members made of thick sheets and plates. It contains the following two parts:Part I - Local Buckling of Cold-Formed Steel Structural Members Having Compression Elements which Exhibit Initial Out-of-Flatness Part II - Effects of Cold Work on Mechanical Properties of Thick, Cold-Formed Steel Members and Bolted Connections Part I was originally a thesis prepared by William M. McKinney for the degree of Master of Science in Civil Engineering in May, 1974. Part II was originally a thesis prepared by Victor Ai-Shen Liu for the degree of Doctor …
Load Factors For Wind And Snow Loads For Use In Load Resistance Factor Design Criteria, M. K. Ravindra, Theodore V. Galambos
Load Factors For Wind And Snow Loads For Use In Load Resistance Factor Design Criteria, M. K. Ravindra, Theodore V. Galambos
CCFSS Library (1939 - present)
This report presents the background and the derivations for the determination of the mean maximum loads and the corresponding load factors for wind and snow loading for use in Load and Resistance Factor Design Criteria for steel building structures.
Column Research Council: Proceedings 1975, Column Research Council
Column Research Council: Proceedings 1975, Column Research Council
CCFSS Library (1939 - present)
One of the objectives of the Column Research Council is to hold an annual technical session with the view of presenting for evaluation problems relating to the design and behavior of columns and other compression elements in metal structures. The 1975 Proceedings contain summaries of papers presented at the technical session held on March 6-7, 1975 in Toronto Canada. A register of those who actively participate in the work of the Council, a financial statement, related publications and the Council By-Laws are also recorded.
Continuous Purlin Tests, Teoman Peköz
Continuous Purlin Tests, Teoman Peköz
CCFSS Library (1939 - present)
INTRODUCTION The results of the first phase of an experimental investigation are presented in this report. The objective of this investigation is to study the applicability of a theoretical approach developed at Cornell and implemented in a computer program developed by T. Pekoz for Diaphragm Braced Channel and Z-Section Purlins. In this phase of the experimental program three "full-scale" assemblies were tested under simulated wind-uplift loading. In addition, several supplementary tests were carried out to determine various physical parameters utilized in the analytical solution. The reported results are restricted to those tests that have direct bearing on correlating the test …
Tentative Load And Resistance Factor Design Criteria For Steel Beam-Columns, M. K. Ravindra, Theodore V. Galambos
Tentative Load And Resistance Factor Design Criteria For Steel Beam-Columns, M. K. Ravindra, Theodore V. Galambos
CCFSS Library (1939 - present)
Nominal design equations and reai•tance factors are developed for steel beam-columns as part of Load and Resistance Factor Design criteria for steel buildings. The resistance factors are derived from principles of first-order probability theory using calibration to present designs.
Design Of I-Shaped Beams And Columns With Diaphragm Bracing, S. J. Errera, T. V. S. R. Apparao
Design Of I-Shaped Beams And Columns With Diaphragm Bracing, S. J. Errera, T. V. S. R. Apparao
CCFSS Library (1939 - present)
Cold-formed steel panels often are used as wall sheathing, roof decking or floor decking in steel framed buildings or pre-engineered metal buildings. Diaphragms formed by interconnecting these panels have considerable in-plane shear resistance, and can be utilized as bracing against buckling for individual members of a steel frame. For wall columns the diaphragm may be either directly attached or connected to girts which in turn are connected to the columns. A procedure is presented for the design of I-section beams and columns with diaphragm or diaphragm-girt bracing. The procedure is based on the ultimate load capacity of fully braced members, …
Seismic Behavior Of Staggered Truss Framing Systems, University Of Michigan
Seismic Behavior Of Staggered Truss Framing Systems, University Of Michigan
CCFSS Library (1939 - present)
No abstract provided.
Column Research Council: Proceedings 1974, Column Research Council
Column Research Council: Proceedings 1974, 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.Summaries of the technical papers, the panel discussion, and minutes of the business meeting are recorded in the following pages. The attendance list is also included.
Recommended Procedures For Conducting Pull-Over, Pull-Out And Single-Shear Tests Of Mechanical Connections, John Fraczek, George Winter, Teoman Peköz
Recommended Procedures For Conducting Pull-Over, Pull-Out And Single-Shear Tests Of Mechanical Connections, John Fraczek, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
1. SCOPE 1.1 These methods cover procedures and definitions for the mechanical testing of joints formed by connecting a cold-formed steel member to a cold-formed or hot-rolled steel member with one or more mechanical fasteners. The purpose of these procedures is the determination of the load capacities of the joints so formed. 1.2 The term "mechanical fastener" or "fastener" shall be defined as any mechanical device used in the connection of two or more members, inclusive of such devices as bolts, tapping screws and rivets but exclusive of welds and adhesives. 1.3 The following mechanical tests are described: Sections Pull-Over …
Recommended Procedures For Conducting Pull-Over, Pull-Out And Single-Shear Tests Of Mechanical Connections, John Fraczek, George Winter, Teoman Peköz
Recommended Procedures For Conducting Pull-Over, Pull-Out And Single-Shear Tests Of Mechanical Connections, John Fraczek, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
SCOPE 1.1 These methods cover procedures and definitions for the mechanical testing of joints formed by connecting a cold-formed steel member to a cold-formed or hot-rolled steel member with one or more mechanical fasteners. The purpose of these procedures is the determination of the load capacities of the joints so formed. 1.2 The term "mechanical fastener" or "fastener" shall be defined as any mechanical device used in the connection of two or more members, inclusive of such devices as bolts, tapping screws and rivets but exclusive of welds and adhesives. 1.3 The following mechanical tests are described: Pull-Over Sections 4-11, …
Local And Overall Buckling Of Cold-Formed Compression Members, John T. Dewolf, George Winter, Teoman Peköz
Local And Overall Buckling Of Cold-Formed Compression Members, John T. Dewolf, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
The objective of this investigation has been to develop information on the interaction between local plate buckling and overall column buckling in cold-formed compression members with a view toward possible improvement of those provisions in the American Iron and Steel Institute Specification for the Design or Cold-Formed Steel Structural Members concerned with column design. Two types of compression members were tested: two channels connected flange-to-flange to form a box section, and two channels connected back-to-back to form an I-section. For both of these shapes, the stress at which local buckling occurs and the postbuckling strength were varied by varying the …
Strain-Aging And The Bauschinger Effect In Steel, S. P. Gupta, A. A. Johnson, Shoukat P. Kodali
Strain-Aging And The Bauschinger Effect In Steel, S. P. Gupta, A. A. Johnson, Shoukat P. Kodali
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.