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Articles 3781 - 3810 of 4028
Full-Text Articles in Structural Engineering
Non-Linear Finite Element Analysis Of Light Gage Steel Shear Diaphragms, Erdal Atrek, Arthur H. Nilson
Non-Linear Finite Element Analysis Of Light Gage Steel Shear Diaphragms, Erdal Atrek, Arthur H. Nilson
CCFSS Library (1939 - present)
SUMMARY Shear diaphragm action of properly designed light gage steel panels used for floors, roofs, and walls in steel buildings increase the stiffness and strength of such buildings. Considerable savings in weight and cost can be realized if full account of this action is taken in design. To make good use of the diaphragm action, detailed knowledge on diaphragm response to loading is essential. An efficient computer program has been prepared to analyze light gage steel shear diaphragm behavior in the linear and nonlinear ranges of response, up to collapse. The program uses figinite element concepts for analysis, and has …
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 …
Bolted Connections In Cold-Formed Steel Structures, Randall L. Mosby, Wei-Wen Yu
Bolted Connections In Cold-Formed Steel Structures, Randall L. Mosby, Wei-Wen Yu
CCFSS Library (1939 - present)
INTRODUCTION A. Purpose of Investigation. The design of bolted connections in cold-formed steel structures is based on the present AISI Specification for the Design of Cold-Formed Steel Structural Members. 1 Prior to the development of the design criteria, bolted connections were tested at University of Michigan 2 in the 1940's and then at Cornell University 3,4 in the 1950's. The present design provisions were developed primarily on the basis of the tests conducted by George Winter and his associates at Cornell University. Additional tests were recently made by Popowich 5 on multi-bolt connections and by Dhalla 6 on connections with …
Mechanical Connections In Cold-Formed Steel: Comprehensive Test Procedures And Evaluation Methods, John Fraczek, George Winter, Teoman Peköz
Mechanical Connections In Cold-Formed Steel: Comprehensive Test Procedures And Evaluation Methods, John Fraczek, George Winter, Teoman Peköz
CCFSS Library (1939 - present)
Design equations do not exist for connections in cold-formed steel formed with most types of mechanical fasteners, and such designs are presently based on test results. A lack of standard test procedures and corresponding evaluation methods impedes the acceptance of connection designs and the exchange of information vital to understanding the connection performance of a large number of mechanical fasteners with diverse properties. Initial steps toward standardization are taken with the development of fixtures and procedures for single shear, pullout and pull-over tests. The proposed single shear tests employ both a simple specimen formed with two overlapping straps and a …
Performance Of Unstiffened Compression Elements, Venkatakrishnan Kalyanaraman
Performance Of Unstiffened Compression Elements, Venkatakrishnan Kalyanaraman
CCFSS Library (1939 - present)
The elastic and inelastic local buckling and elastic postbuckling behavior of unstiffened elements in cold-formed steel members and their effects on bending of beams and overall flexural buckling of columns have been investigated. An analytical investigation of the elastic and inelastic local buckling and the elastic postbuckling behavior of unstiffened elements with an elastic rotational edge restraint has been carried out. Results of experiments on short columns, long columns and beams are presented and compared with the analytical solution. An effective width equation for the elastic postbuckling range of the unstiffened element behavior has been derived by modifying the analytical …
Proposed Criteria For Load And Resistance Factor Design Of Steel Building Structures, Theodore V. Galambos
Proposed Criteria For Load And Resistance Factor Design Of Steel Building Structures, Theodore V. Galambos
CCFSS Library (1939 - present)
No abstract provided.
Tentative Load And Resistance Factor Design Criteria For Connections, M. K. Ravindra, Theodore V. Galambos
Tentative Load And Resistance Factor Design Criteria For Connections, M. K. Ravindra, Theodore V. Galambos
CCFSS Library (1939 - present)
No abstract provided.
Evaluation Of The Results Of Gravity And Load Tests Of C And Z Purlin Roof Systems, Teoman Peköz
Evaluation Of The Results Of Gravity And Load Tests Of C And Z Purlin Roof Systems, Teoman Peköz
CCFSS Library (1939 - present)
No abstract provided.
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Roof Deck Design Manual, Steel Deck Institute
Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)
No abstract provided.
Structural Stability Research Council: Proceedings 1976, Structural Stability Research Council
Structural Stability Research Council: Proceedings 1976, Structural Stability 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 an opportunity to carry out this function. The 1976 Annual Technical Session was held on March 2 and 3 at the SheratonBiltmore Hotel in Atlanta, Georgia. Fifty-five persons attended the session and nineteen papers were delivered. A panel discussion on "New Ideas on Stability of Multistory Buildings" was held in the evening of March 2, 1976. the panelists were …
Report On Screw Fastened Sheet Steel Connections For Canadian Steel Industries Construction Council, Volume I, R. W. Eastman
Report On Screw Fastened Sheet Steel Connections For Canadian Steel Industries Construction Council, Volume I, R. W. Eastman
CCFSS Library (1939 - present)
Ultimate load data is presented from more than 1600 tests on sample connections made with different thicknesses of zinc-coated sheet steel and a variety of commonly used thread forming and self-drilling fasteners. The three fundamental loading conditions examined were pull-over, pull-out and single lap shear.
Empirical relationships have been developed which allow interpolation of the data within the range of sheet steel thicknesses tested.
Type AB and type A thread forming fasteners, and a number of different self-drilling fasteners were tested, in sizes from #14 (.250 in.) to #8 (.164 in.) diameter. Flat metal washers and a variety of sealing …
Construction Of Kariakoo Market, C. E. M. Mpembeni
Construction Of Kariakoo Market, C. E. M. Mpembeni
Tanzania Journal of Engineering and Technology (TJET)
Abstract
Reconstruction Work Upon Solima Pier, K.A. Alibhai
Reconstruction Work Upon Solima Pier, K.A. Alibhai
Tanzania Journal of Engineering and Technology (TJET)
Abstract
Proximity Of Contraflexure To Plate Buckling Load, H. H. Spencer, A. C. Walker
Proximity Of Contraflexure To Plate Buckling Load, H. H. Spencer, A. C. Walker
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Load Tests On Steel-Stud Walls, J. F. Mcdermott
Load Tests On Steel-Stud Walls, J. F. Mcdermott
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Failure Of Thin-Walled Members Under Patch Loading, M. Elgaaly
Failure Of Thin-Walled Members Under Patch Loading, M. Elgaaly
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Stressed Skin Construction In The Uk, E. R. Bryan, J. Michael Davies
Stressed Skin Construction In The Uk, E. R. Bryan, J. Michael Davies
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Performance Of Cold-Formed Steel Products In Housing, Larry W. Ife
The Performance Of Cold-Formed Steel Products In Housing, Larry W. Ife
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Cold-Forming Residual Stresses Effect On Buckling, Lars Ingvarsson
Cold-Forming Residual Stresses Effect On Buckling, Lars Ingvarsson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Postbuckling Behaviour Of A Webplate Under Partial Edge Loading, Debal K. Bagchi, K. C. Rockey
Postbuckling Behaviour Of A Webplate Under Partial Edge Loading, Debal K. Bagchi, K. C. Rockey
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Experiments On Trapezoidal Steel Sheets In Bending, Allan Bergfelt, Bo Edlund, Hans Larsson
Experiments On Trapezoidal Steel Sheets In Bending, Allan Bergfelt, Bo Edlund, Hans Larsson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Blast-Resistant Design Of Cold-Formed Steel Panels, Albert R. Ammar, George S. Tseng, John J. Healey
Blast-Resistant Design Of Cold-Formed Steel Panels, Albert R. Ammar, George S. Tseng, John J. Healey
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Calculation Of Sheet Steel Diaphragms In The Uk, E. R. Bryan
Calculation Of Sheet Steel Diaphragms In The Uk, E. R. Bryan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Shear Flexibility Of Corrugated Steel Sheeting, R. M. Lawson, J. Michael Davies
The Shear Flexibility Of Corrugated Steel Sheeting, R. M. Lawson, J. Michael Davies
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Progress Report On Cold-Formed Steel Purlin Design, Teoman Pekoz
Progress Report On Cold-Formed Steel Purlin Design, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Application Of Cold-Formed Steel Sections To Primary Members Of Small Steel Buildings, Alejandro L. De La Barra
Application Of Cold-Formed Steel Sections To Primary Members Of Small Steel Buildings, Alejandro L. De La Barra
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Recommendations For Steel Deck Floor Slabs, Max L. Porter, C. E. Ekberg Jr.
Design Recommendations For Steel Deck Floor Slabs, Max L. Porter, C. E. Ekberg Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Vs. Test Results For Steel Deck Floor Slabs, Max L. Porter, C. E. Ekberg Jr.
Design Vs. Test Results For Steel Deck Floor Slabs, Max L. Porter, C. E. Ekberg Jr.
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Example On Composite Steel Deck Floor Slabs, Thomas J. Mccabe
Design Example On Composite Steel Deck Floor Slabs, Thomas J. Mccabe
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Local Buckling In Channel Columns, John T. Dewolf
Local Buckling In Channel Columns, John T. Dewolf
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.