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11 Pages

### PROJ5

Course: CE 130, Fall 2009
School: Duke
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Word Count: 3614

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UNIVERSITY DUKE Department of Civil &amp; Environmental Engineering CE 130L. Uncertainty, Design, and Optimization Spring 2009 Henri P. Gavin Design of a Collapse-Sensitive Structure Subjected to Earthquake Loads Due Wednesday, April 22, 2009 1 Objective The objective of this assignment is to use numerical simulation to design and observe the performance of a single degree of freedom structure (SDOF)...

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Duke - CE - 130
Review of Matrix Math CE 130L. Uncertainty, Design, and Optimization Spring, 2009Consider column vectors x and y, both of length n, and a square n by n matrix Z x=x1 x2 . . . xn ,y= y1 y2 . . . yn ,and
Duke - CE - 130
THE THREE-MOMENT EQUATION for CONTINUOUS BEAM ANALYSIS CE 130L. Uncertainty, Design, and Optimization Department of Civil and Environmental Engineering Duke University Spring, 2009Consider a continuous beam over several supports carrying arbitrary l
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Duke - CE - 130
270IEEE TRANSACTIONS ON AUTOMATICCONTROL, VOL. AC-13, NO. 3, JUNE 1968Adaptive Step Size Random SearchAbsiraci-Fixed step sizerandom search for minimization of functions of several parameters is described and compared with the k e d step size
Wisconsin - SH - 041102
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Duke - CE - 130
SHORT PAPEFS4753.02.0I/1IO P T ~ ~ \$ ~ t G * ' (UP TO 10 STEPS)I~1.0IIiIIPSEUDO-OPTIMAL ESTIMATOR OF PAPERII I02468101214161820k Fig. 3. Average squared error (Markov78).REFERENCES[I] D. Mi
Wisconsin - SH - 041102
Duke - CE - 130
Wisconsin - SH - 041102
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Duke - CE - 130
412Mathematics and Computers in Simulation XXVI (1984) 412-422 ~rt~-H~lland~t~ti~i~v prohlemf0ccttfin an wef incrws-number of fictds. In most cases one is interested m finding the giobaZ extremum of a givenirrg zrittltricbn with rcspcxt to
Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Duke - CE - 130
Wisconsin - SH - 041102
Duke - CE - 130
Uncertainty in Structural EngineeringWilliam M. Bulleit, M.ASCE1Abstract: Structural engineering design is replete with uncertainties, some of which are obvious and some of which many engineers may never have considered. This paper is an examinatio
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Duke - CE - 131
Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis CE 131 - Matrix Structural Analysis Henri Gavin Fall, 20041 Strain EnergyStrain energy is stored within an elastic solid when the solid is deformed
Duke - CE - 131
EA cos sin L=1EA 2 sin L=1EA cos sin LEA 2 cos L4 2 Bar Direction 2 1 1 Local Joint Number 1 Local Degree of Freedom in Global Directions31 Local Coordinate System in Global DirectionsK=EA L c2 cs c2 cs cs s2 cs s
Duke - CE - 131
BEAM ELEMENT STIFFNESS MATRICES CE 131 - Matrix Structural Analysis Henri Gavin Fall, 2006Local Element Flexibility Matrix: F:The element flexibility matrix, F relates {, 1 , 2 } to {N, M1 , M2 }: 1 2 = F N M1
Duke - CE - 283
NUMERICAL INTEGRATION FOR STRUCTURAL DYNAMICS CE 283 - Structural Dynamics Department of Civil and Environmental Engineering Duke University Henri Gavin Fall, 2007A damped structural system subjected to dynamic forces and possibly experiencing nonli
Duke - CE - 281
Spring 2009 CE 281: Experimental SystemsInstructor: Class Time: Classroom: Lab: Texts: URL: Prerequisite: Computers: Grading: Henri Gavin, 162 Hudson Hall, henri.gavin@duke.edu Mo, We, Fr 1:30-2:15 211 Teer Room 053 Hudson Annex All readings are on
Duke - CE - 281
The Levenberg-Marquardt method for nonlinear least squares curve-tting problemsc Henri Gavin Department of Civil and Environmental Engineering Duke University January 12, 2009Abstract The Levenberg-Marquardt method is a standard technique used to s
Duke - CE - 281
CE 281: Experimental Systems Fall, 2000 Lab 2, due October 31, 2000 Photo-elastic analysis of a thick ring under diametric compression. Analysis The bending stresses in a thick ring can be approximated by1 b (r, ) = M ()(R r) rA( R) r (1)where M
Arizona - CHEM - 054
QUICK START INSTRUCTIONSEXAMPLE:To perform a Fenske-Hall molecular orbital calculation on thecyclopentadienyl anion and view plots of the pi molecularorbitals:In this directory, double click onCp-.batWHAT HAPPENSThe .bat file first ex
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viiAbstractMost bacteria on earth live in heterogeneous surface-bound congregations called biofilms, and vast reaches of the earth are coated in these living films. In many cases, the microorganisms comprising this ubiquitous coating form complex,
Caltech - ETD - 04212009
Caltech - ETD - 04212009
Engineering Synthetic Biofilm-Forming Microbial ConsortiaThesis by Sarah Katherine &quot;Katie&quot; BrennerIn Partial Fulfillment of the Requirements for the Degree of Doctor of PhilosophyCalifornia Institute of Technology 2009 (Defended March 24, 2009)
Arizona - CHEM - 054
Old Dominion - CS - 350
PSP Project Plan Summary ODU Version (v. 2/19/03) Student Date Program # Plan Actual To DateSummary Minutes/LOC LOC/Hour Defects/KLOC Yield A/FR Program Size (LOC) Total New &amp; Changed Maximum Minimum Time in Phase (min.) Planning Code Design Code D
Old Dominion - CS - 350
PSP Project Plan Summary ODU Version (v. 2/19/03) Student Summary Minutes/LOC LOC/Hour Defects/KLOC Yield A/FR Program Size (LOC) Total New &amp; Changed Maximum Minimum Time in Phase (min.) Planning Code Design Code Design Review Test Design Code Code R
Old Dominion - CS - 350
Test Data for Assignment #2Test 01: Objective: Demonstrate matching functionality. All comparisons will result in a match. Both files contain the same number of values. Only integers are used.Gold 100 101 200 201 400 401 -200 Test 100 101 200 201 4
Old Dominion - CS - 350
2.8 DEFECT RECORDING LOG (pg 47)Defect Types (pg 48)10 Documentation 20 Syntax 30 Build,Package 40 Assignment 50 Interface60 Checking 70 Data 80 Function 90 System 100 EnvironmentStudent : __ Date :_Instructor : _ Pr
Old Dominion - CS - 350
Job Number LogName _ Date _Program _+-+-+-+-+-+-+| | | Pro- | | | || Job # | Date | cess | Estimated | Actual | To Date |+-+-+-+-+-+-+-+-+-+-+-+|
Old Dominion - CS - 350
Time Log with Size Data(Time in minutes, units for code is LOC, reading in pages)Name _ Date _Program _+-+-+-+-+-+-+-+-+-+| | | | Interrupt | Delta | | | | || Date | Start | Stop | Time | Time |
Old Dominion - CS - 350
PSP Project Plan Summary ODU Version (v. 2/19/03) Student Date Program # Plan Actual To DateSummary Minutes/LOC LOC/Hour Defects/KLOC Yield A/FR Program Size (LOC) Total New &amp; Changed Maximum Minimum Time in Phase (min.) Planning Code Design Code D
Old Dominion - CS - 350
Dates for program 3:Use the UNIX submit command (to cs350) by midnight on the stated date: Initial Project Plan Summary Mon., Mar. 14 Your test data and test objectives: Wed., Mar. 16 Your prog
Old Dominion - CS - 350
Program 3 Points: 1. Properly formatted, documented 0 ptsIf not formatted and documented, submission willnot be graded. 2. Properly completed forms 15 ptsProject Planning form, initialProject Planning for
Arizona - CHEM - 054
Stochastic Search for the Conformations of Bicyclic HydrocarbonsMartin SaundersYale University, Sterling Chemistry Laboratory, New Haven, Connecticut 06520 Received 17 August 1988; accepted 7 October 1988The stochastic search method was used to s
Cal Poly Pomona - HRT - 382
THE COLLINS SCHOOL OF HOSPITALITY MANAGEMENTCALIFORNIA STATE POLYTECHNIC UNIVERSITY, POMONA Spring 2006 LUNCH - HRT 382/382L (Section 01): FOOD AND BEVERAGE OPERATIONS I Ma. Belinda V. Lopez, Lecturer Office 79B-2439, Ext. 4472 MW: Email: mvlopez@cs