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Articles 1201 - 1230 of 14569
Full-Text Articles in Entire DC Network
The Murray State News, November 5, 2004, The Murray State News
The Murray State News, November 5, 2004, The Murray State News
Murray State University Collection
No abstract provided.
Developed Pumping Strategies For Mather Afb Tce Plume, Richard C. Peralta, Bassel Timani
Developed Pumping Strategies For Mather Afb Tce Plume, Richard C. Peralta, Bassel Timani
Civil and Environmental Engineering Faculty Publications
Accomplishments prior to BCT Meeting/Phone Conference of 14 October 2004 Prior to 14 October 2004, the best pumping strategy USU achieved manually completely contains both PCE and TCE1 (within revised containment zones proposed by USU on that date), at the end of years 2, 3, 4, 5 and 5-year intervals thereafter. This strategy uses two new extraction wells (USUE3 and USUE4). The strategy did not utilize a recently constructed well EW-12B. USU did not previously know about EW-12B and the well package USU received did not indicate a well at its location, cell (3,58,43). On 14 October, USU also learned …
The Bg News November 5, 2004, Bowling Green State University
The Bg News November 5, 2004, Bowling Green State University
BG News (Student Newspaper)
The BGSU campus student newspaper. November 5, 2004. Volume 95-Issue 53.
Web Crippling Of Cold Formed Steel Multi -Web Deck Sections Subjected To End One-Flange Loading, J. A. Wallace, R. M. Schuster
Web Crippling Of Cold Formed Steel Multi -Web Deck Sections Subjected To End One-Flange Loading, J. A. Wallace, 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 study where the web crippling capacity of multi-web deck sections subjected to End One-Flange loading (EOF) was investigated. A total of 148 tests were completed. New coefficients were established using the data from this study and any appropriate data from previous work. New resistance factors and factors of safety were also established. Also investigated in this study was the web crippling capacity of partially fastened deck sections and re-entrant deck type sections subjected to EOF loading. Seventy-seven (77) partially fastened multi-web decks and 36 re-entrant decks were tested in this study. …
Mustang Daily, November 4, 2004
Mustang Daily, November 4, 2004
Cal Poly Student Newspaper
Student newspaper of California Polytechnic State University, San Luis Obispo, CA.
Lanthorn, Vol. 39, No. 12, November 4, 2004, Grand Valley State University
Lanthorn, Vol. 39, No. 12, November 4, 2004, Grand Valley State University
Volume 39, July 15, 2004 - June 16, 2005
Lanthorn is Grand Valley State's student newspaper, published from 1968 to the present.
Arbiter, November 4, Students Of Boise State University
Arbiter, November 4, Students Of Boise State University
Student Newspapers
No abstract provided.
November 4, 2004, James Madison University
November 4, 2004, James Madison University
The Breeze, 2000-2009
The Breeze is the student newspaper of James Madison University in Harrisonburg, Virginia.
Spartan Daily, November 4, 2004, San Jose State University, School Of Journalism And Mass Communications
Spartan Daily, November 4, 2004, San Jose State University, School Of Journalism And Mass Communications
Spartan Daily (School of Journalism and Mass Communications)
Volume 123, Issue 47
Behavior Of Complex Hat Shapes Used As Truss Chord Members, Nuthaporn Nuttayasakul, W. Samuel Easterling
Behavior Of Complex Hat Shapes Used As Truss Chord Members, Nuthaporn Nuttayasakul, W. Samuel Easterling
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Cold-formed steel roof truss systems that use complex hat shape members for both top and bottom chord elements are a growing trend in the North America steel framing industry. When designing cold-formed steel sections, a structural engineer typically tries to improve the local buckling behavior of the coldformed steel elements. The complex hat shape has proven to limit the negative influence of local buckling. However, a distortional buckling mode can be the control mode of failure in the design for the chord member with an intermediate un-braced length. The chord member may be subjected to both bending and compressive load …
Channel Section Beams Under Static And Impact Loading, J. Rhodes, M. Macdonald
Channel Section Beams Under Static And Impact Loading, J. Rhodes, M. Macdonald
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
The elasto-plastic behaviour of plain channel section beams under central point loading is investigated under static and impact loading conditions. Two different loading set-ups are considered, the first in which the load is applied to cause compression at the flange free edges and the second in which the load is applied to cause tension at the flange free edges. For each of these load set-ups static loading tests, single impact loading tests and multiple impact loading tests are carried out on a total of 86 channel beams. The energy absorption behaviour of the beams tested is examined and the static …
Cold-Formed Steel Examples To The Theory And Finite Element Implementation Of Plasticity, Herm Hofmeyer
Cold-Formed Steel Examples To The Theory And Finite Element Implementation Of Plasticity, Herm Hofmeyer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper presents two examples to the theory and finite element implementation of plasticity. The first example is on the cross-sectional behavior of trapezoidal sheeting subjected to a concentrated load. It is shown that the number of elements (and thus the number of integration points) along the comer radius are important for the correct modeling of this static problem. The second example is on the failure of first-generation sheeting subjected to a concentrated load and a bending moment. This problem, especially for large span lengths, can be solved only with explicit dynamic simulations. These are, for our research field, for …
Tests Of Storage Rack Channel Columns With Rear Flanges, Nabil Abdel-Rahman, Ashraf Fadel, Mohamed Ei-Sadaawy, Sherif Mourad
Tests Of Storage Rack Channel Columns With Rear Flanges, Nabil Abdel-Rahman, Ashraf Fadel, Mohamed Ei-Sadaawy, Sherif Mourad
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
An experimental study was performed to investigate the ultimate strength and modes of failure of axially loaded channel rack columns with rear flanges. A total of 16 column specimens fabricated by press-brake forming method were tested up to failure. The material properties of the column specimens were determined using standard tensile coupon tests. The deformation and stress behavior of the tested columns were monitored using displacement transducers and strain gauges. The effects of column slenderness ratio, thickness, perforation, and end conditions on the column ultimate strength and mode of failure were studied. The test failure loads were compared to the …
Initial Geometrical Imperfections In Three-Storey Modular Steel Scaffolds, W. K. Yu, K. F. Chung, S. L. Chan
Initial Geometrical Imperfections In Three-Storey Modular Steel Scaffolds, W. K. Yu, K. F. Chung, S. L. Chan
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
Modular steel scaffolds are commonly used as supporting scaffolds in building construction. They are highly susceptible to global and local instability, and traditionally, the load carrying capacities of these scaffolds are obtained from limited full-scale tests with little rational design. Structural failure of these scaffolds occurs from time to time due to inadequate design, poor installation and over-loads on sites. Initial geometrical imperfections are considered to be very important to the structural behaviour of multi-storey modular steel scaffolds. This paper presents an extensive numerical investigation on three different approaches in analyzing and designing multi-story modular steel scaffolds, namely, a) Notional …
Introduction To The Theory And Finite Element Implementation Of (Steel) Plasticity, Herm Hofmeyer
Introduction To The Theory And Finite Element Implementation Of (Steel) Plasticity, Herm Hofmeyer
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper tries to enlighten the subject of (numerical) plasticity by presenting fundamental theory and some very practical examples. For a two-dimensional plain stress state, a Hubert-Henky yield criterion is derived. The flow rule is discussed, including an explanatory numerical example. The yield criteria and flow rule are theoretically applied in a four node finite element. This element is used to show some of the conditions and limitations of a plastic calculation in the finite element method. Finally, a real finite element calculation is made for illustrating the theory derived.
Minutes, Arts & Sciences Executive Committee Meeting, Thursday, November 4, 2004, Arts & Sciences Executive Committee
Minutes, Arts & Sciences Executive Committee Meeting, Thursday, November 4, 2004, Arts & Sciences Executive Committee
Executive Committee Minutes
No abstract provided.
The Statesman, V. 48, I. 18, State University Of New York At Stony Brook
The Statesman, V. 48, I. 18, State University Of New York At Stony Brook
Stony Brook Statesman-Sucolian
v. 48, i. 18
Educational Policies Committee Minutes, November 4, 2004, Utah State University
Educational Policies Committee Minutes, November 4, 2004, Utah State University
Educational Policies Committee
- Subcommittee Reports
- Curriculum Subcommittee
- Academic Standards Subcommittee
- General Education Subcommittee
- Course Approvals
- Syllabus Approval
Educational Policies Committee Agenda, November 4, 2004, Utah State University
Educational Policies Committee Agenda, November 4, 2004, Utah State University
Educational Policies Committee
- Subcommittee Reports
- Curriculum Subcommittee
- Course Approvals
- Academic Standards Subcommittee
- General Education Subcommittee
November 4, 2004, University Of North Dakota
November 4, 2004, University Of North Dakota
University Senate Meeting Minutes
Minutes from the November 4, 2004, meeting of the University Senate. 18 pages
R.I.T. News & Events - November 4, 2004, University News Services, Rochester Institute Of Technology
R.I.T. News & Events - November 4, 2004, University News Services, Rochester Institute Of Technology
University Publications
RIT on U.S.list ofmost connected; RIT documentary premieres Nov. 12; Bob Dylan at RIT Nov. 13; RIT to offerfast track MBA advantage; Brick City Festival 2004 draws record crowd to campus; RIT honors distinguished alumni, volunteer of year with awards; Annual Staff Awards recognize outstanding efforts; NTID workshops take guesswork out of classwork; Student creations housed in field house;
Illinois State University Report, November 4, 2004, Illinois State University
Illinois State University Report, November 4, 2004, Illinois State University
Illinois State University Report (1966-2012)
Illinois State University bi-weekly employee newsletter.
Observer, Central Washington University
Observer, Central Washington University
Student Newspaper
Student newspaper for Central Washington University for November 04, 2004
Design Of Cold-Formed Stainless Steel Sections With Single Web Subjected To Web Crippling, Feng Zhou, Ben Young
Design Of Cold-Formed Stainless Steel Sections With Single Web Subjected To Web Crippling, Feng Zhou, Ben Young
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
An experimental investigation of cold-formed stainless steel hollow sections subjected to web crippling is presented in this paper. Tests were conducted on square and rectangular hollow sections of austenitic stainless steel type 304. Tensile and compression coupon tests were performed to obtain the longitudinal tension and transverse compression material properties. The web crippling tests were conducted under two loading conditions for End-Two-Flange (ETF) and Interior-Two-Flange (ITF) specified in the current American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures. The test strengths obtained from this study and the test strengths of stainless steel lipped channel sections under End-One-Flange …
Material Properties Of Cold-Formed High Strength Stainless Steel Tubular Sections, Ben Young, Wing-Man Lui
Material Properties Of Cold-Formed High Strength Stainless Steel Tubular Sections, Ben Young, Wing-Man Lui
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
This paper presents the behaviour of cold-formed high strength stainless steel sections. The test specimens were cold-rolled from flat strips of duplex and high strength austenitic stainless steel. The material properties of high strength stainless steel square and rectangular hollow sections were determined. Tensile coupons at different locations in cross-section were tested. Hence, the distributions of 0.2% proof stress and tensile strength measured in the cross-section of cold-formed high strength stainless steel sections were plotted. The material properties of the complete cross-section in the cold-worked state were also obtained from stub column tests. Detailed measurements of initial local geometric imperfections …
Improved Signal Integrity In Ieee 1149.1 Boundary Scan Designs, Efren De Jesus Rangel Taboada
Improved Signal Integrity In Ieee 1149.1 Boundary Scan Designs, Efren De Jesus Rangel Taboada
Theses and Dissertations
This work is an analysis of solutions to problems derived from inherent timing and signal integrity issues in the use and application of the IEEE 1149.1 Standard at the board level in conjunction with its test system. Setup or hold times violations may occur in a boundary scan chain using IEEE 1149.1 compliant devices. A practical study of the TDI-TDO scan data path has been conducted to show where problems may arise in relationship to a particular board topology and test system. This work points to differences between passing and failing scan path tests for problem characterization. Serial data flow …
Spectrum, Volume 23, Issue 7, Sacred Heart University
Spectrum, Volume 23, Issue 7, Sacred Heart University
Newspapers (Obelisk & Spectrum)
Highlights include: Bush, Kerry Trade Early Wins -- Lights, Camera, Action Mark the Edgerton Center -- Rumors of Draft Lead to Concerned, Misinformed Young Americans -- SHU Is Going to the Frogs -- Rising Tuition: A Worry for the Future? -- Career Development Introduces Present to the Future -- This 'Morning After' Causes Controversy -- The Objective Reality of the Comprehensive English Exam -- The Sacred Heart Fencing Team -- He Said... She Said... -- Shakespeare's 'Twelfth Night' Brought to Life at SHU -- Army of Me Equipped With Emotion -- See 'Saw' -- New Reality Shows Sure to Turn …
The Advocate, November 4, 2004, Minnesota State University Moorhead
The Advocate, November 4, 2004, Minnesota State University Moorhead
The Advocate
No abstract provided.
A Radial Basis Neural Network For The Analysis Of Transportation Data, David P. Aguilar
A Radial Basis Neural Network For The Analysis Of Transportation Data, David P. Aguilar
USF Tampa Graduate Theses and Dissertations
This thesis describes the implementation of a Radial Basis Function (RBF) network to be used in predicting the effectiveness of various strategies for reducing the Vehicle Trip Rate (VTR) of a worksite. Three methods of learning were utilized in training the Gaussian hidden units of the network, those being a) output weight adjustment using the Delta rule b) adjustable reference vectors in conjunction with weight adjustment, and c) a combination of adjustable centers and adjustable sigma values for each RBF neuron with the Delta rule. The justification for utilizing each of the more advanced levels of training is provided using …