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1
Cornelii Schrevelii Lexicon manuale græco-latinum et latino-græcum
Cornelis Schrevel
τh
verbi
ιon
praes
verbί
ης
ώ
ήσω
τo
item
imperf
φuod
eod
adν
ον
εως
acc
αtt
imperat
άτος
εος
ejusd
ής
ύ
praeced
pras
ει
ξω
δν
ίσω
ηinc
κα
aor
άσω
ψω
αεol
sync
μαι
έoς
opt
ες
αngl
ώσω
σω
ροέt
εx
εst
τό
εις
φuί
Fajl:
PDF, 71.79 MB
Vaši tagovi:
0
/
0
2
Artificial Neural Network-based Designs of Prestressed Concrete and Composite Structures
CRC Press
Won‐Kee Hong
concrete
parameters
reverse
shown
designs
rebar
co2
figure
beams
src
input
steel
output
lagrange
objective
functions
columns
structures
step
prestressed
structural
mpa
composite
datasets
ratios
weight
obtained
ratio
column
neurons
deflection
εrt
ptm
layers
tensile
kn·m
optimized
minimized
method
inputs
optimization
loads
cic
emissions
accuracies
network
1lp
ϕmn
tendon
strain
Godina:
2023
Jezik:
english
Fajl:
PDF, 32.07 MB
Vaši tagovi:
0
/
4.5
english, 2023
3
Generating Sequences of Finite Groups
Daniel Jack Collins
generating
groups
γn
sequences
finite
subgroup
proposition
product
operations
generates
theorem
surjective
πs
define
function
orbits
ϕn
cosoc
maximal
equivalent
moreover
element
lemma
prove
subgroups
homomorphism
relatively
elementary
determinant
irredundant
quotient
equal
homogeneous
orbit
implies
coordinate
cyclic
denote
πt
generated
abelian
desired
distinct
generate
isomorphism
nonabelian
spot
π1
compute
corollary
Godina:
2010
Jezik:
english
Fajl:
PDF, 423 KB
Vaši tagovi:
0
/
0
english, 2010
4
WEB BASED COURSE MATERIAL
JNB
reinforced
beams
steel
compression
doubly
concrete
reinforcement
strain
values
fsc
stress
asc
determine
iit
kharagpur
tension
version
analysis
lesson
tensile
εsc
bars
compressive
delhi
computation
depth
method
maximum
methods
step
ast2
equations
fcc
marks
resistance
singly
a.tq
assumptions
computed
fck
required
situations
determined
eqs
mild
mm2
mu2
publishing
ast1
bending
Godina:
2006
Jezik:
english
Fajl:
PDF, 566 KB
Vaši tagovi:
0
/
0
english, 2006
5
WEB BASED COURSE MATERIAL
JNB
reinforced
beams
steel
compression
doubly
concrete
reinforcement
strain
values
fsc
stress
asc
determine
iit
kharagpur
tension
version
analysis
lesson
tensile
εsc
bars
compressive
delhi
computation
depth
method
maximum
methods
step
ast2
equations
fcc
marks
resistance
singly
a.tq
assumptions
computed
fck
required
situations
determined
eqs
mild
mm2
mu2
publishing
ast1
bending
Godina:
2006
Jezik:
english
Fajl:
PDF, 323 KB
Vaši tagovi:
0
/
0
english, 2006
1
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