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Articles 1531 - 1560 of 14303
Full-Text Articles in Entire DC Network
Mwp Newsletter, 2002 (October 18), University Of Mississippi. Department Of English
Mwp Newsletter, 2002 (October 18), University Of Mississippi. Department Of English
MWP News and Newsletters
No abstract provided.
Washington University Record, October 18, 2002
Washington University Record, October 18, 2002
Washington University Record
No abstract provided.
November Ethics Luncheon Speakers Announced, October 18, 2002, Buddy Baker
November Ethics Luncheon Speakers Announced, October 18, 2002, Buddy Baker
USF St. Petersburg Campus News and Press Releases
No abstract provided.
International Ethics Expert To Speak On 'Homeland Security', October 18, 2002, Buddy Baker
International Ethics Expert To Speak On 'Homeland Security', October 18, 2002, Buddy Baker
USF St. Petersburg Campus News and Press Releases
No abstract provided.
Assessment Of A Socio-Constructivist Model For Teacher Training: A Case Study, Luiz Antonio Joia
Assessment Of A Socio-Constructivist Model For Teacher Training: A Case Study, Luiz Antonio Joia
Education Policy Analysis Archives (EPAA)
This article assesses a socio-constructivist model for training K-12 teachers in Brazil, in the use of Informatics in education. The method applied combines both face-to-face exchanges and a WEB-based distance approach made possible by Internet technology. The characteristics of such training and its main objectives are analyzed according to the collected data presented. ...
The Tiger Vol. 96 Issue 8 2002-10-18, Clemson University
The Tiger Vol. 96 Issue 8 2002-10-18, Clemson University
Tiger Newspapers
No abstract provided.
The Winonan, Winona State University
V. 70, Issue 4, October 18, 2002
Lu Offers Early-Start Courses, Lindenwood University
Lu Offers Early-Start Courses, Lindenwood University
Archived Lindenwood Press Releases
No abstract provided.
Volume 40, Number 8: October 18, 2002, University Of North Dakota
Volume 40, Number 8: October 18, 2002, University Of North Dakota
University Letter Archive
No abstract provided.
The Hilltop 10-18-2002, Hilltop Staff
Board Of Trustees Minutes, October 18, 2002, Coastal Carolina University
Board Of Trustees Minutes, October 18, 2002, Coastal Carolina University
Board of Trustees Meeting Minutes
No abstract provided.
Chimes: October 18, 2002, Calvin College
Chimes: October 18, 2002, Calvin College
Chimes
Students' opinion: KnightCare a nightmare by Becca Morrison
Prayer for peace in world by Cathy Guiles
Fieldhouse to receive a fitness facelift by Seth Clayton
Computer Science graduates prosper by Joo Eun Kim
Cardboard canoe race cancelled by Stephanie Bieshuvel
Calvin and local CRC church team up to help out school by Beth Heinen
Knights volleyball victorious over Kalamazoo by Mike Roorda
What it takes to start a club sport at Calvin by Ted Fackler
Support group offered for gay students by Adam Petty
Engineering student learns new 'Ideas' in Switzerland by Heather Lamson
Abuse victims find Safe Haven by …
Volume Cxx, Number 5, October 18, 2002, Lawrence University
Volume Cxx, Number 5, October 18, 2002, Lawrence University
The Lawrentian
No abstract provided.
Montana Kaimin, October 18, 2002, Associated Students Of The University Of Montana
Montana Kaimin, October 18, 2002, Associated Students Of The University Of Montana
Montana Kaimin, 1898-present
Student newspaper of the University of Montana, Missoula.
Observer, Central Washington University
Observer, Central Washington University
Student Newspaper
Student newspaper for Central Washington University for October 17, 2002
The Cord Weekly (October 17, 2002)
Structural Behaviour Of Self-Piercing Riveted Connections In Steel Framed Housing, Stephen Moss, Mahen Mahendran
Structural Behaviour Of Self-Piercing Riveted Connections In Steel Framed Housing, Stephen Moss, Mahen Mahendran
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Self-piercing riveting involves the joining of two or more plates by using a rivet to pierce and clinch in a single operation. There is a distinct lack of information regarding the use of self-piercing riveted connections in cold-formed steel frames. Experimental research is being undertaken to investigate the structural behaviour of self-piercing riveted connections used in steel framed housing. To date, testing has been carried out on 0.75 mm to 1.15 mm G300 steels to determine the primary failure modes for self-piercing riveted connections and also to assess the applicability of standard single point lap shear tests to actual house …
Seismic Performance Of Wall-Stud Shear Walls, Ludovic A. Fulop, Dan Dubina
Seismic Performance Of Wall-Stud Shear Walls, Ludovic A. Fulop, Dan Dubina
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The ever-increasing need for housing generated the search for new and innovative building methods to increase speed, efficiency and enhance quality, one direction being the use of light steel profiles as load bearing elements and different materials for cladding. Wind and seismic behavior of these structures is influenced by the hysteretic characteristics of the shear wall panels. In this paper a review of actual research in the field and results of a full-scale shear test program on wall panels are presented. Based on tests, a numerical equivalent model for hysteretic behavior of wall panels working in shear was built to …
Observer, Vol.15, No. 3 (October 17, 2002), Bard College
Observer, Vol.15, No. 3 (October 17, 2002), Bard College
Bard Observer - All Issues (1956 - Current)
No abstract provided.
Structural Behavior Of Bolted Connections In Cold-Formed Steel Members, Emphasizing The Shear Lag Effect, Carlos Henrique Maiola, Maximiliano Malite, Jorge Munaiar Neto, Roberto Martins Goncalves
Structural Behavior Of Bolted Connections In Cold-Formed Steel Members, Emphasizing The Shear Lag Effect, Carlos Henrique Maiola, Maximiliano Malite, Jorge Munaiar Neto, Roberto Martins Goncalves
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employed in a variety metal construction in Brazil and many countries. The reduced thicknesses this elements making connection designing difficult due the occurrence of the local effects that generally govern these designs in thin elements. This paper presents and discusses the results of a experimental investigation of bolted connections in cold-formed angles (either equal or unequal legs) and channel members (1.55 to 3.75mm thickness), and an evaluation of the structural behavior of the connections with identification of the corresponding failure modes, with emphasis on the tensile capacity of …
Local Buckling Tests On Cold-Formed Steel Beams, Cheng Yu, Benjamin W. Schafer
Local Buckling Tests On Cold-Formed Steel Beams, Cheng Yu, Benjamin W. Schafer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
C- and Z-sections are two of the most common cold-formed steel shapes in use today. Accurate prediction of the bending performance of these sections is important for reliable and efficient cold-formed steel structures. Recent analytical work has highlighted discontinuities and inconsistencies in the AISI (1996) design provisions for stiffened elements under a stress gradient (i.e., the web of C- or Z-sections). New methods have been proposed for design, and an interim method has been adopted in the NAS (North American Specification 2001). However, existing tests on Cs and Zs do not provide a definitive evaluation of the design expressions, due …
Bending And Web Crippling Interaction Of Cold-Formed Steel Members, Roger A. Laboube, J. A. Wallace, R. M. Schuster
Bending And Web Crippling Interaction Of Cold-Formed Steel Members, Roger A. Laboube, J. A. Wallace, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The North American Specification has recently adopted a new web crippling approach for the Design of Cold-Formed Steel Structural Members (NAS, 2001). This approach is similar to what is currently in the Canadian S136 Standard (CSA, 1994). The current web crippling and bending interaction equations for single-web sections in the North American Specification (NAS 2001) are based on the previous web crippling methods that are contained in the American Iron and Steel Institute (AISI) Specification (AISI, 1996). As well, the moment component of the interaction equations was based on the previous reduced web strength method instead of the stress gradient …
Web Crippling And Combined Bending And Web Crippling Of Cold-Formed Steel Box-Beam Headers, Sutton F. Stephens, Roger A. Laboube
Web Crippling And Combined Bending And Web Crippling Of Cold-Formed Steel Box-Beam Headers, Sutton F. Stephens, Roger A. Laboube
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Box-beam headers are commonly used in walls framed with cold-formed steel studs to span openings in bearing walls. Based on the results of previous experimental studies, it has been shown that box-beam headers subjected to interior one flange (IOF) loading have been conservatively designed. This paper presents the results of an ongoing experimental study conducted at the University of Missouri-Rolla to establish the web crippling strength of box-beam headers for an IOF loading condition. Box-beam header specimens were tested as a system consisting of two C-sections together with top and bottom track sections. The header configuration used in this study …
Axial Strength Of Purlins Attached To Standing Seam Roof Panels, John A. Stolarczyk, James M. Fisher, Al Ghorbanpoor
Axial Strength Of Purlins Attached To Standing Seam Roof Panels, John A. Stolarczyk, James M. Fisher, Al Ghorbanpoor
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The purpose of this research was to determine the axial load capacity of Z-purlins with one flange attached to a standing seam roof system. The axial load capacity was determined by developing a relationship between the flexural uplift buckling strength and the axial buckling strength in the Z-purlin. This relationship was investigated using finite element models and by conducting a parametric study. At the conclusion of the parametric study, confirmatory tests were conducted to verify the finite element results. A relationship has been provided that relates the axial buckling strength in the Z-purlin to the flexural uplift buckling strength. This …
Progress On The Direct Strength Method, Benjamin W. Schager
Progress On The Direct Strength Method, Benjamin W. Schager
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The Direct Strength method is a new design procedure for cold-formed steel members. The method employs elastic buckling solutions for the cross-section, instead of the element-by-element plate buckling solutions used in traditional design. The use of cross-section elastic buckling solutions insures inter-element compatibility and equilibrium. The Direct Strength method uses strength formulas on the gross section, similar to conventional column curves, for capacity prediction in local and distortional buckling. This avoids effective section calculations altogether. The reliability of the Direct Strength method is demonstrated for a broad selection of beams and columns by comparison with existing test data. Extension of …
Compression Tests Of Cold-Reduced High Strength Steel Long Columns, Demao Yang, Gregory J. Hancock, Kim J. R. Rasmussen
Compression Tests Of Cold-Reduced High Strength Steel Long Columns, Demao Yang, Gregory J. Hancock, Kim J. R. Rasmussen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper describes a series of compression tests performed on long columns fabricated from cold-formed high strength steel plates with nominal yield stress of 550 MPa (80 ksi). The steel is classified as G550 to Australia Standard AS1397. The test results presented in this paper are the second stage of an Australian Research Council research project entitled "Compression Stability of High Strength Steel Sections with Low Strain-Hardening". A total of 28 long columns, which were made from two thicknesses of sheet steel (0.42 mm and 0.6 mm) (0.017 in. and 0.024 in.), were tested. A box shaped section was tested …
Mustang Daily, October 17, 2002
Mustang Daily, October 17, 2002
Cal Poly Student Newspaper
Student newspaper of California Polytechnic State University, San Luis Obispo, CA.
Eastern Progress - 17 Oct 2002, Eastern Kentucky University
Eastern Progress - 17 Oct 2002, Eastern Kentucky University
Eastern Progress 2002-2003
No abstract provided.