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NEW HORIZONS AND
SOLUTIONS
IN PRECASTING &
PRESTRESSING
Erhan KARAESMEN
Middle East Technical University
2004/06,Ankara- stanbul
Steel and timber components are
constructed naturally and
automatically by erecting or
assembling ready-made structural
elemen
GEM TEN GNMZE
KPR MHEND SL N N
SERVEN
Erhan KARAESMEN
May s 2009
Ankara zmir
en erken dnem: bar nma / beslenme amal hareket
early ages: sheltering / moving for food catering
do an n arma an bir rahat geit.
(e risel formun stnl nn farkedili i)
kemer formun
REVIEW OF GEOTECHNICAL
DESIGN PRACTICE
A soil(subsurface) investigation study and
associated geotechnical report is a must to start a
design
d i work.Soil and/or rock profile and soil and/or
k S il d/
k
fil
d il d/
rock properties should be determined bas
FIDIC
&
ETHIC RULES
RAT NVAR
Director of EFCA
(European Federation of Engineering Consultancy Association)
FIDIC ?
What does this five-letter word, which
is commonly used in engineering sector
in the World and in our country mean?
Most of the engineering
BASIC ISSUES IN
EARTHQUAKE ENGINEERING
Earthquake Resistant Design
Haluk Sucuolu
Basic steps in
Earthquake Resistant Design
Calculation of earthquake forces (Vt )
Reduction of earthquake forces (R)
Applying EQ forces to the structure
Computation of intern
Construction Cost Estimating
An estimate is an attempt to forecast the actual cost of a
construction project.
Reasons for cost estimating:
Feasibility Analysis
Determination of bid price
Evaulation of design alternatives (Minimize cost)
1
Cost Estimates
F
PRELIMINARY NOTES on
CE410 COURSE
A brand new course of CAPSTONE character is
going to be launched in METU-Civil Engineering
Department curriculum
CE 410, a fourth year COMPULSORY
Course : Civil Engineering Design
WHAT & WHY?
Providing more complete and c
I'
20 N 20 q
I'
Hatanaka and Uchida (1996);
12 N 45 20 q
A lower bound for the above equation is given as;
I'
12 N 45 15 q
Table 3. Empirical Coefficients for BS 8002 I equation
A Angularity1)
A (degrees)
Rounded
0
Sub-angular
2
Angular
4
B Grading of Soi
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to Show ammo xoxmnam
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m. 2 i0 38 9:2 amm cummunh Ew
56 CORRELhTIONS 0F SOIL PROPERTIES
Q
:3
: I
an. . Uiuln enlist-onion curve
u:
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o
a:
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I b
I e
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Conotlutlon pressure.
HOWTOPROCEEDTODESIGNFOUNDATIONS
SU
SUMMARY
1.Studythestructuralsystem,deadloads,live
loads,earthquake,windloads(studytheloadgroups)
,calculatecolumnloads,moments
l l
l
l d
2.Selectatrialfoundationsystem,size,depthetc.
3.Calculatetotal(gross)andnetfoundati
Structural Modelling of Concrete
Structures Linear Static Analysis
Alp Caner
References
Rombach, G. A. Finite element design of
concrete structures, Thomas Telford (2004)
Melchers, R. E. And Hough R. Modelling
Complex Engineering Structures, ASCE Press
CE 410 Guidelines to Structural Design Drawings
As an essential part of your structural design projects all groups in CE 410 are going to develop their designs
in reference to simplified architectural drawings either in paper or digital format provided by
Risk and Reliability
Aysegul Askan Gundogan
CE 410 Lecture
Engineering Models
Deterministic or Stochastic?
Deterministic: Based on a known physical law. Most of the time
one value is important and analysis is based on that critical value.
Force F and Resi
TEKNK MAVR?
MAVR KULLANMANIN SALADII
ARTI DEERLER
RAT NVAR
EFCA YNETM KURULU YES
Dnyada ve Trkiyede
Mhendislik Tarihi
lk mhendis okulu 1757de Fransada kurulmutur.
Mhendisliin bir meslek olarak tannmas 19. yzylda olmu,
inaat mhendisi unvan ilk kez ngilte