Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
106
CHAPTER 2
Axially Loaded Numbers
Problem 2.53 A rigid bar of weight W 750 lb hangs from three
equally spaced wires, two of steel and one of aluminum (see figure).
The diameter of the wires is 18 in. Before they were loaded, all three
wires had the sa
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
12. The Experimenter
Setup panel
2
University of Seoul, Seoul, Kore
Setup panel
3
University of Seoul, Seoul, Kore
Advanced setup
4
University of Seoul, Seoul, Kore
Advanced setup
5
University of Seoul, Seoul, Kore
Advanced setup
6
University of Seoul, Se
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
*
Development of Active Data Mining Component for Web Database
Applications
YongGoo Choi*
Abstract
The distinguished prosperity of information technologies from great progress of ebusiness during
the last decade has unavoidably made software develo
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
NLP13
Language Modeling and NER
2015 Autumn
References
Jurafsky book: Chapter 6 and 7
Collins wriJng:
hKp:/www.cs.columbia.edu/~mcollins/lm
spring2013.pdf
Overview
The language modeling problem
Trigram models
Evaluating language
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
NLP142
CRF and Sequence Labeling
References
J. Laerty, A. McCallum, and F. Pereira
CondiEonal Random Fields: ProbabilisEc Models for
SegmenEng and Labeling Sequence Data. Proceedings
of the InternaEonal Conference on Mach
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
Maxent Models and
Discriminative
Estimation
Maximizing the likelihood
Christopher Manning
Exponential Model Likelihood
Maximum (Conditional) Likelihood Models :
Given a model form, choose values of parameters to maximize the
(conditional) likelihood of
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
Samoa
Public Financial Management
Performance Report
Final Report
April 2010
Table of contents
Abbreviations and Acronyms
i
Summary Assessment
ii
1 Introduction
1.1 Objective
1.2 Process of preparing the PFMPR
1
1
1
2 Country background information
2.1 D
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
NLP17
Summary and plus
Features
> text = "Seventime Formula One champion Michael Schumacher
took on the Shanghai circuit Saturday in qualifying for the
first Chinese Grand Prix."
> label = sport
> labeled_text = LabeledText(text, label)
Here the cla
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
WEKA Manual
for Version 360
Remco R. Bouckaert
Eibe Frank
Mark Hall
Richard Kirkby
Peter Reutemann
Alex Seewald
David Scuse
December 18, 2008
c 20022008
University of Waikato, Hamilton, New Zealand
Alex Seewald (original Commndline primer)
David Scuse
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
160
CHAPTER 2
Axially Loaded Numbers
Stress Concentrations
P
The problems for Section 2.10 are to be solved by considering the
stressconcentration factors and assuming linearly elastic behavior.
P
d
b
Problem 2.101 The flat bars shown in parts (a) and (
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
204
CHAPTER 3
Torsion
Problem 3.49 A tapered bar AB of solid circular cross section is twisted
by torques T 36,000 lbin. (see figure). The diameter of the bar varies
linearly from dA at the lefthand end to dB at the righthand end. The bar
has length L
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
4
Shear Forces and
Bending Moments
Shear Forces and Bending Moments
800 lb
Problem 4.31 Calculate the shear force V and bending moment M
at a cross section just to the left of the 1600lb load acting on the simple
beam AB shown in the figure.
A
B
30 in.
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
SECTION 6.4
Beams with Inclined Loads
Beams with Inclined Loads
y
When solving the problems for Section 6.4, be sure to draw a sketch of the
cross section showing the orientation of the neutral axis and the locations
of the points where the stresses are b
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
452
CHAPTER 7
Analysis of Stress and Strain
Problem 7.47 An element in pure shear is subjected to stresses
3000 psi, as shown in the figure.
xy
Using Mohrs circle, determine (a) the stresses acting on an
element oriented at a counterclockwise angle
70 fr
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
SECTION 9.5
Problem 9.511 Determine the angle of rotation B and deflection B at
the free end of a cantilever beam AB supporting a parabolic load defined
by the equation q q0 x 2/L2 (see figure).
571
Method of Superposition
q0
y
A
B
L
Solution 9.511
Cant
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
SECTION 9.11
615
Representation of Loads on Beams by Discontinuity Functions
Representation of Loads on Beams by Discontinuity Functions
Problem 9.111 through 9.1112 A beam and its loading are shown in
the figure. Using discontinuity functions, write th
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2011
SECTION 10.4
Problem 10.42 The propped cantilever beam shown in the figure
supports a uniform load of intensity q on the lefthand half of the beam.
Find the reactions RA, RB, and MA, and then draw the shearforce and
bendingmoment diagrams, labeling al
Korea Advanced Institute of Science and Technology
Mechanics of Material
CIV 101

Fall 2015
Machine Learning with
WEKA
WEKA: A Machine
Learning Toolkit
The Explorer
Eibe Frank
Department of Computer Science,
University of Waikato, New Zealand
Classification and
Regression
Clustering
Association Rules
Attribute Selection
Data Visualization
The E