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Articles 1291 - 1320 of 14355
Full-Text Articles in Entire DC Network
Stony Brook Press, V. 22, N. 03, Stony Brook University. Stony Brook Press.
Stony Brook Press, V. 22, N. 03, Stony Brook University. Stony Brook Press.
Stony Brook Press
v. 22, n. 03, v.:ill. ; 38 cm (original analog pub.)
The Utah Statesman, October 20, 2000, Utah State University
The Utah Statesman, October 20, 2000, Utah State University
The Utah Statesman
Weekly student newspaper of Utah State University in Logan.
The Tiger Vol. 94 Issue 8 2000-10-20, Clemson University
The Tiger Vol. 94 Issue 8 2000-10-20, Clemson University
Tiger Newspapers
No abstract provided.
College Voice Vol. 24 No. 6, Connecticut College
October 2000 - Staff Meeting Minutes
Faculty Senate Meeting Minutes Oct 20, 2000, A-State Faculty Senate
Faculty Senate Meeting Minutes Oct 20, 2000, A-State Faculty Senate
Faculty Senate Minutes
Meeting minutes for the Faculty Senate held on October 20, 2000.
Observational Constraints On The Internal Velocity Field Of Quasar Emission-Line Clouds, Mark Bottorff, Gary J. Ferland, Jack Baldwin, Kirk Korista
Observational Constraints On The Internal Velocity Field Of Quasar Emission-Line Clouds, Mark Bottorff, Gary J. Ferland, Jack Baldwin, Kirk Korista
Physics and Astronomy Faculty Publications
This paper addresses the question, what does the spectrum of a typical quasar reveal about the velocity structure within its broad emission line region clouds? Turbulent (i.e., nonthermal) broadening of spectral lines can be due to macroturbulence or microturbulence. Microturbulence affects line formation and the emitted spectrum and may be required to account for the observed smoothness of the line profiles. The velocity field is crucial since it addresses the fundamental nature of the individual clouds and the global structure of the active galactic nuclei (AGNs) environment. For example, stellar winds or magnetically confined blobs might be highly microturbulent, requiring …
Soundings 2000-10-20 (V.13 No.19), N/A N/A
University Of Dayton Rike Center Gallery Featuring Exhibit Of 'Painting As Landscape'
University Of Dayton Rike Center Gallery Featuring Exhibit Of 'Painting As Landscape'
News Releases
News release announces that the Rike Center gallery at the University of Dayton is currently featuring "Painting as Landscape," an exhibit of two dozen pieces created "en plienair."
Panther- October 2000 - Vol. Lxxviii, No.7, Prairie View A&M University
Panther- October 2000 - Vol. Lxxviii, No.7, Prairie View A&M University
PV Panther Newspapers
No abstract provided.
The New Hampshire, Vol. 90 [91], No. 13 (Oct. 20, 2000), The New Hampshire
The New Hampshire, Vol. 90 [91], No. 13 (Oct. 20, 2000), The New Hampshire
The New Hampshire Print Edition
An independent student produced newspaper from the University of New Hampshire. This volume was printed as 90, but it is the 91st volume in the series. This was corrected in pencil.
October 20, 2000, The Daily Mississippian
October 20, 2000, The Daily Mississippian
Daily Mississippian (all digitized issues)
No abstract provided.
Illinois State University Board Of Trustees Meeting Materials, October 20, 2000, Board Of Trustees
Illinois State University Board Of Trustees Meeting Materials, October 20, 2000, Board Of Trustees
Illinois State University Board of Trustees (1995-2013)
Minutes, reports, and action items relating to the October 20, 2000 meeting of the Illinois State University Board of Trustees.
The George-Anne, Georgia Southern University
The George-Anne, Georgia Southern University
The George-Anne
- Announcements
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The Murray State News, October 20, 2000, The Murray State News
The Murray State News, October 20, 2000, The Murray State News
Murray State University Collection
No abstract provided.
Washington University Record, October 20, 2000
Washington University Record, October 20, 2000
Washington University Record
No abstract provided.
Compression Tests On Cold-Formed Angles Loaded Parallel With A Leg, Dan Popovic, Kim J. R. Rasmussen, Gregory J. Hancock
Compression Tests On Cold-Formed Angles Loaded Parallel With A Leg, Dan Popovic, Kim J. R. Rasmussen, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper describes a series of compression tests on cold-formed equal angles with slender cross-section. The angles were tested between pinned ends and loaded axially with eccentric load which caused bending parallel with a leg. The test data are compared with the design rules of the Australian and American specifications for cold-formed and hot-rolled steel structures, as well as the ASCE Standard for the Design of Latticed Steel Transmission Structures. The rules of the specifications for cold-formed steel structures (AS/NZS4600 and AlSI) are shown to be very conservative. The cause of the conservatism is explained and improved design rules are …
Web Crippling Of Cold Formed Steel C-And Z- Sections, B. Beshara, R. M. Schuster
Web Crippling Of Cold Formed Steel C-And Z- Sections, B. Beshara, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
An experimental investigation of cold formed steel stiffened C-and Z sections subjected to web crippling is presented in this paper. This study was devoted to two loading conditions according to the AISI Specification, namely End Two Flange (ETF) and Interior Two Flange (ITF) loading, with particular emphasis on large inside bend radius to thickness ratios, R, (up to 12) and the specimens being fastened to the support during testing. There is no experimental data available in the literature regarding the web crippling resistance of such members that are fastened to the support and have inside bend radius to thickness ratios …
Observer, Central Washington University
Observer, Central Washington University
Student Newspaper
Student newspaper for Central Washington University for October 19, 2000
Vol.28 N.35 October 19th 2000 (Part 2), Brown Publishing Company
Vol.28 N.35 October 19th 2000 (Part 2), Brown Publishing Company
Black Voice News
No abstract provided.
Knee Joints In Cold-Formed Channel Portal Frames, Julie Mills
Knee Joints In Cold-Formed Channel Portal Frames, Julie Mills
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Light gauge cold-formed channel sections are frequently used in portal frame construction for small span agricultural and industrial sheds. A testing program at the University of South Australia has shown that the knee joint currently used in these sheds fails at bending moments well below required design values. An alternative joint construction using multiple Teks screws is being developed and is exhibiting much better performance.
Tests And Design Of Cold-Formed Unlipped Channels Subjected To Web Crippling, Ben Young, Gregory J. Hancock
Tests And Design Of Cold-Formed Unlipped Channels Subjected To Web Crippling, Ben Young, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
A series of tests on cold-formed unlipped channels subjected to web crippling is presented in this paper. The tests were conducted under the four loading conditions specified in the Australian/New Zealand Standard (AS/NZS 4600, 1996) and the American Iron and Steel Institute (AISI, 1996) Specification for cold-formed steel structures. The four specified loading conditions are the End-One-Flange (EOF), Interior-One-Flange (IOF), End-Two-Flange (ETF) and Interior-Two-Flange (ITF) loading. The loading of concentrated load or reaction forces were applied by means of bearing plates which acted across the full flange widths of the channels. The web slenderness values of the tested channel sections …
Calibration Of Cold Formed Steel Shear Equations, B. Craig, R. M. Schuster
Calibration Of Cold Formed Steel Shear Equations, B. Craig, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
There is a difference in the shear design criteria between the Canadian cold formed steel design Standard, CSA S136-94 (from here on referred to as S136) and the American Iron and Steel Institute Specification for the design of cold formed steel structures, AISI-96 (from here on referred to as AISI). The focus of this paper was to carry out the appropriate calibrations for the factor of safety, Ω, and the resistance factor, Ï•, using the current design approaches of both countries. In the case of the S136 Standard, only the resistance factor was determined. It was assumed at the outset …
Finite Element Analysis Of Cold-Formed Channel Columns, Ben Young, Jintang Yan
Finite Element Analysis Of Cold-Formed Channel Columns, Ben Young, Jintang Yan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The paper presents a numerical investigation into the behaviour and strengths of cold-formed plain and lipped channel columns using finite element analysis. A non-linear finite element model is developed and verified against the fixed-ended channel column tests conducted by Young and Rasmussen (1998a, 1998b and 1998c). Geometric and material non-linearities were included in the finite element model. It is demonstrated that the finite element model closely predicted the ultimate loads and the behaviour of the tested cold-formed channel columns. Hence, the model was used for an extensive parametric study of cross-section geometries. Furthermore, the results of the numerical investigation are …
Vol.28 N.35 October 19th 2000 (Part 1), Brown Publishing Company
Vol.28 N.35 October 19th 2000 (Part 1), Brown Publishing Company
Black Voice News
No abstract provided.
The Statesman, V. 44, I. 44, State University Of New York At Stony Brook
The Statesman, V. 44, I. 44, State University Of New York At Stony Brook
Stony Brook Statesman-Sucolian
v. 44, i. 44
The Setonian, October 19, 2000, Seton Hall University
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.