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Articles 5341 - 5370 of 58484
Full-Text Articles in Entire DC Network
Meeting Notes 2000-10-19 , Joint Policy Advisory Committee On Transportation
Meeting Notes 2000-10-19 , Joint Policy Advisory Committee On Transportation
Joint Policy Advisory Committee on Transportation
No abstract provided.
Nicaraguan Electoral Campaigns Underway; Electoral Tribunal Questioned, Ladb Staff
Nicaraguan Electoral Campaigns Underway; Electoral Tribunal Questioned, Ladb Staff
NotiCen
No abstract provided.
Guatemalan President Alfonso Portillo Denies Coup Rumors, Ladb Staff
Guatemalan President Alfonso Portillo Denies Coup Rumors, Ladb Staff
NotiCen
No abstract provided.
Mustang Daily, October 19, 2000
Mustang Daily, October 19, 2000
Cal Poly Student Newspaper
Student newspaper of California Polytechnic State University, San Luis Obispo, CA.
Guatemalan Tax Reform Plan Would Fall Short Of Revenue Goal, Ladb Staff
Guatemalan Tax Reform Plan Would Fall Short Of Revenue Goal, Ladb Staff
NotiCen
No abstract provided.
Caracas Energy Cooperation Agreement - Between Venezuela And Jamaica, Gobierno De La República De Venezuela Y Gobierno De La República De Jamaica
Caracas Energy Cooperation Agreement - Between Venezuela And Jamaica, Gobierno De La República De Venezuela Y Gobierno De La República De Jamaica
Latin American Energy Policies
Agreement for the export of oil and gas from Venezuela to Jamaica.
Caracas Energy Cooperation Agreement Between Venezuela And Belize, Gobierno De La República De Venezuela Y Gobierno De La República De Belice
Caracas Energy Cooperation Agreement Between Venezuela And Belize, Gobierno De La República De Venezuela Y Gobierno De La República De Belice
Latin American Energy Policies
Agreement for the export of oil and gas from Venezuela to Belize.
Caracas Energy Cooperation Agreement Between Venezuela And Haiti, Gobierno De La República De Venezuela Y Gobierno De La República De Haití
Caracas Energy Cooperation Agreement Between Venezuela And Haiti, Gobierno De La República De Venezuela Y Gobierno De La República De Haití
Latin American Energy Policies
Agreement for the export of oil and gas from Venezuela to Haiti.
The Murray Ledger And Times, October 19, 2000, The Murray Ledger And Times
The Murray Ledger And Times, October 19, 2000, The Murray Ledger And Times
The Murray Ledger & Times
No abstract provided.
Casco Bay Weekly : 19 October 2000
The Parthenon, October 19, 2000, Marshall University
The Parthenon, October 19, 2000, Marshall University
The Parthenon
No abstract provided.
Distortional Buckling Of Cold-Formed Stainless Steel Compression Members, A. Liang, G. J. Van Den Berg, Rudolph Laubscher
Distortional Buckling Of Cold-Formed Stainless Steel Compression Members, A. Liang, G. J. Van Den Berg, Rudolph Laubscher
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
In this paper the critical local buckling strength of cold-formed stainless steel compression members, with special emphasis on the method developed by Lau and Hancock for distortional buckling is discussed. Cold-formed stainless steel channel and I-section members under axial compression in distortional buckling are analysed. A control experiment is carried out for comparing analytical methods with a finite element method and experimental values.
L-Header Testing, Evaluation And Design Methodology, Roger A. Laboube, N. R. Elhajj
L-Header Testing, Evaluation And Design Methodology, Roger A. Laboube, N. R. Elhajj
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Cold-formed steel L-shaped headers have gained popularity over the past few years due to their simplicity and cost effectiveness. While cold-formed steel conventional headers are widely used and can be designed for most applications, often it is necessary to reduce cost by using less material and labor hours. The L-shaped header provides both, a fast and economical solution to safely transfer applied loads to other structural elements in a building. As the name suggests, the main components of an L-shaped header is a piece of cold-formed steel formed into a shape resembling the letter L. An L-header assembly consists of …
Spatial Buckling Behavior Of High-Rise Rack Frames, Lip H. Teh, Gregory J. Hancock, Murray J. Clarke
Spatial Buckling Behavior Of High-Rise Rack Frames, Lip H. Teh, Gregory J. Hancock, Murray J. Clarke
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The paper investigates the global elastic buckling behavior of a high-rise adjustable pallet rack frame composed of thin-walled open sections. It is concluded that the simple element used in many commercial programs for 3D frame analysis is not sufficiently refined for accurate linear buckling analyses of high-rise rack frames.
Design Of Cold-Formed Steel Plain Channels, Fang Yiu, Teoman Pekoz
Design Of Cold-Formed Steel Plain Channels, Fang Yiu, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper gives an overview of the design procedures formulated for plain channels. These formulations are based on experimental and finite element studies. The scope of the work covers laterally braced beams, columns and beam-columns of cross-sections in the range of practical applications by the industry. The recommendations treat members that are made up of elements that may be in the post-buckling or post yielding range.
Eccentrically Loaded Bolted Connections For Type 304 And 3cr12 Stainless Steel Lipped Channels, P. Van Tonder, Q. C. Oliphant, G. J. Van Den Berg
Eccentrically Loaded Bolted Connections For Type 304 And 3cr12 Stainless Steel Lipped Channels, P. Van Tonder, Q. C. Oliphant, G. J. Van Den Berg
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
In this paper the results of a study on eccentrically loaded bolted connections in lipped channels are presented. The steels chosen for this study are AISI Type 304 and Type 3CR12 stainless steel. It is concluded in this investigation that an acceptable prediction of the strength of eccentrically loaded bolted connections of stainless steel lipped channels may be obtained through the combination between the eccentric loaded equation and the normal bolted connection equations for stainless steel.
Optimum Design Of Cold Formed Steel Residential Roof Trusses, L. Xu, H. Min
Optimum Design Of Cold Formed Steel Residential Roof Trusses, L. Xu, H. Min
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
A computer-based optimal design approach for residential roof trusses using cold-formed steel C-sections is presented. The truss design is based on CSA S136-94 and the truss design guide published by the American Iron and Steel Institute and the Canadian Sheet Steel Building Institute. A genetic algorithm was adopted to obtain the minimum cost design with consideration to truss topology and member size simultaneously. The presented design examples demonstrate the applicability and efficiency ofthe proposed approach.
Structural Stability Of Braced Scaffolding And Formwork With Spigot Joints, John Enright, Robert Harriss, Gregory J. Hancock
Structural Stability Of Braced Scaffolding And Formwork With Spigot Joints, John Enright, Robert Harriss, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Steel Scaffolding systems are often constructed from cold-formed circular hollow sections. The beams of this system are normally called "ledgers" and the columns are normally called "standards". To allow the system to be quickly erected on site, "spigot joints" are inserted in the standards. The spigot joints consist of smaller diameter tubes which slide into the larger diameter tubes to provide a safe connection under gravity load. However, the spigot joints may have a lack of fit, and when located midway between the ledgers, they can cause significant out-of-straightness in a standard. This PΔ effect may weaken the standard as …
Buckling Of Cold Formed Stainless Steel Columns Under Concentric And Eccentric Loading, J. Rhodes, M. Macdonald, W. Mcniff
Buckling Of Cold Formed Stainless Steel Columns Under Concentric And Eccentric Loading, J. Rhodes, M. Macdonald, W. Mcniff
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross-section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained are compared to those obtained from the relevant design specifications in America and in Europe, and conclusions are drawn on the basis of the comparisons.
The Development Of An Australian Standard For Stainless Steel Structures, Kim J. R. Rasmussen
The Development Of An Australian Standard For Stainless Steel Structures, Kim J. R. Rasmussen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The paper describes the recent development of an Australian standard for the design of cold-formed stainless steel structures. The standard is based on the ANSI/ASCE-8 (1991) Specification for the Design of Cold-formed Stainless Steel Structural Members but augmented to provide rules for cold-formed hollow section members and welded connections. Explicit design rules for the flexural buckling of compression members are also implemented. Further, mechanical properties are included for weldable chromium steels and austenitic-ferritic (duplex) alloys, which are in addition to the alloys included in the ANSII ASCE-8 Specification. The purpose of this paper is to summarise the new rules and …
Mechanical Properties Of Stainless Steel Lipped Channels, M. Macdonald, J. Rhodes, G. T. Taylor
Mechanical Properties Of Stainless Steel Lipped Channels, M. Macdonald, J. Rhodes, G. T. Taylor
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper describes and discusses the results obtained from a series of tensile tests performed on cold formed stainless steel Type 304 members of lipped channel cross-section. Standard tensile tests on coupons cut from the webs of the sections were carried out, as were full section tensile tests. Ramberg-Osgood type curves based on the procedure suggested in the ASCE design code were fitted to the stress-strain results and these are compared with the experimental results and Ramberg-Osgood type curves derived on an alternative basis.
Automated Design Of Steel Trusses, B. Mobasher, S. D. Rajan, S. Y. Chen
Automated Design Of Steel Trusses, B. Mobasher, S. D. Rajan, S. Y. Chen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Designing an automated procedure for the optimal design of any structural system poses special challenges. Converting this methodology into a practical tool is even more challenging. In this research, a point-and-click software system is developed for the optimal design of roof truss systems. The starting point is a roof template containing minimal user input - outline of the truss, truss spacing, load information, and cost figures. A ground structure is constructed as the starting point of the design iterations. The Genetic Algorithm (GA) is used as the optimization tool to drive the design changes. Using the database of available sections, …
Structural Behavior Of Cold-Formed Steel Header Beams For Residential Construction, Roger A. Laboube, Sutton F. Stephens
Structural Behavior Of Cold-Formed Steel Header Beams For Residential Construction, Roger A. Laboube, Sutton F. Stephens
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The purpose of this experimental and analytical study was to observe the structural behavior of cold-formed steel header beams subject to a combined bending and interior-one-flange loading (IOF) condition as typically occurs in residential construction. This study focussed on the IOF loading of both back-to-back (I-beam) and box-beam configurations as specified in the "Prescriptive Method for Residential Cold-Formed Steel Framing - Second Edition." Past research conducted in the area of web crippling strength, bending strength and flange buckling of cold-formed steel members was reviewed and is discussed. The data obtained from the experimental study was analyzed and evaluated to determine …
Dynamic Behaviour Of Floors With Cold-Formed Steel Joists, L. Xu, Z. Ling, W. C. Xie, R. M. Schuster
Dynamic Behaviour Of Floors With Cold-Formed Steel Joists, L. Xu, Z. Ling, W. C. Xie, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Presented in this paper are the results of a recent study carried out at the University of Waterloo on the performance of residential floors supported by cold-formed steel C-section floor joists. Both static and dynamic tests were conducted on steel floors with different span lengths based on different design criteria. The purpose of the static tests was to evaluate the stiffuess and load sharing among the joists, and the purpose of the dynamic tests was to evaluate the dynamic characteristics such as frequencies of the floor systems. To identify the critical parameters that contribute to the control of floor vibration, …
Lateral Bracing Connections For C-Sections Subjected To Bending, B. Beshara, Roger A. Laboube
Lateral Bracing Connections For C-Sections Subjected To Bending, B. Beshara, Roger A. Laboube
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The overall behavior under bending moment of cold-formed steel C-sections assemblies was investigated. Each test assembly consisted of C-sections acting as beams having a track to restrain the ends. Lateral bracing to restrain C-sections from rotation was provided at mid-span. To better understand the influence of the brace connection on the bending behavior, an experimental investigation was carried out with particular emphasis placed on the study of the effect of the mid-span brace connection on the bending behavior, and the effect of attaching dry wall to the tension flange. For the dry wall test specimens, lateral bracing was also provided …
Piano Recital And Master Class, Thomas Otten
Piano Recital And Master Class, Thomas Otten
Printed Performance Programs (PDF Format)
No abstract provided.
Reconstructed Dressel-Sappington Dedicated, Lindenwood University
Reconstructed Dressel-Sappington Dedicated, Lindenwood University
Archived Lindenwood Press Releases
No abstract provided.
Special 10/19/2000, University Of New Mexico Communication And Marketing Department
Special 10/19/2000, University Of New Mexico Communication And Marketing Department
UNM News Minute 2000
No abstract provided.
The Comment, October 19, 2000, Bridgewater State College
The Comment, October 19, 2000, Bridgewater State College
The Comment
No abstract provided.