focused
core
educational
134
good
'oe
AFIFI
currently
hanafiashad729
concluded
submitted
exclusive
254
meet
736
nasional
significant
KOTSOVOS
303
load
using
function
other
work
AASHTO
jembatan
stop
uniform
text
flyover
45o
obtained
04014219
smaller
addres
siklik
parabola
bounded
sec
prestres
detailing
增加了支柱的抗压强度和应变
before
quality
play
activitie
aeh
488
oeu
consolidation
qualitative
geomorph
son
rod
non
best
shall
because
affair
bisni
112
collapse
KHAN
拉伸性能和剪切强度
pillar'
action
FARZA
2bc
dibawah
enough
DARVAS
greater
displacement
center
curve
resulting
circular
primer
title
ultimate
increased
plastic
wnload
source
carry
looking
web
308
ach
split
enter
柱的抗剪承载力进行比较
mpa
泥炭地
greatest
check
466
within
gcb
cannot
personnel
another
seismic
intellectual
12cc
telephone
berlubang
special
coating
028
tangent
guaranteed
seem
place
melting
OBOR
elastic
inadequate
singapore
below
spacing
stirrup
rsp
manuscript
psychological
california
transverse
education
under
chinese
variation
constraint
esrc
simulating
识别支柱性能的方法是根据根据混凝土质量
pile
right
condition
corresponding
加载获得的支柱的抗剪承载力为
14359
several
25pu
late
doe
gap
confinement
previou
barrier
composite
actual
v14i1
301
additional
JOHNSON
55463
pascasarjana
yield
ASCE
ratio
bridge'
precast
community
but
due
checked
accordance
opi
linear
situ
factor
peat
stability
refer
向激励的能力
sincerely
shown
konferensi
faculty
XIAO
spread
created
moment
more
model
should
new
would
vdoe
intended
elevation
belt
ash
abbreviation
10079
pembebanan
rcc
authority
range
adjust
developed
rsh
elasticity
account
table
500
least
2019
relationship
used
author
CSA
shortcoming
unaltered
桩连接
的柱高
andbc
bear
WELLY
restraining
9750
consist
expressed
experiencing
reaching
experience
UCC
1992
distributed
modified
arching
way
universilty
brittle
standard
102
bulletin
internal
role
well
lightweight
kertanegara
span
outside
index
THOMPSON
elsewhere
urban
url
leg
comparing
umi
389
5701
vulnerable
ujer
compressive
RAHMAN
0001197
referring
ability
construction
和附加的现
connection
strain
keyword
ALI
necessary
second
checking
average
please
date
2014
CLARKE
grant
horizontally
materiaux
installed
peatland
panakkukang
better
463
gmail
excitation
published
A23
ready
signature
pakistan
reactive
comprehensively
review
namely
effectively
40x40
removing
provision
strength
sumoharjo
plasticization
的有效横截面处产生
science
coefficient
case
ha
then
article
capable
vibration
bridge
set
improving
weijian
study
ineffective
handling
coincide
combined
2004
PAULTRE
universita
dengan
wi2
strengthened
engineering
person
separately
CHAALLAL
practical
open
peak
consider
however
lx'
adding
wiley
increase
4pds2
disclose
pae
equation
jurnal
unusual
2010
providing
multiplied
deliberately
reinforce
length
theoretical
concerning
creating
0033
期钢筋接头中的拉伸响应
connectivity
own
calculation
steel
anticipated
whatsapp
1804
deformation
might
465
dominance
including
ZAINAL
email
SMALL
的围护钢筋间距
通过因子
jseb
196
very
technical
direction
LEGERON
resistance
remedy
element
assumed
MARSHALL
develop
ensure
first
out
possibility
sbc
approach
wherea
influenced
plane
passing
atr
2016
钢筋混凝土桥柱上的主要轴向力可能会影响柱子响应各种横
4700
它在支柱
1726
land
cyclic
13189
objective
application
defined
original
your
acceptable
recommended
priestley
closely
retrofit
affiliation
自然科学版
effect
peningkatan
dimension
via
earthquake
may
acros
continue
connected
compared
connecting
yabl
material
prosiding
89978449
2011
CISP
decrease
issue
feasibility
restraint
component
river
required
dear
假设主导支柱处于拉伸或
2909
kec
pas
thing
asp
figure
prentice
impact
block
threaded
shc
KONDOLF
one
curvature
correspondence
contribute
development
governance
45cc
believe
MIKE
ground
1st
wire
identified
IBRAHIM
compressed
perpendicular
over
soil
anticipate
worldwide
planned
confirm
identifie
introduction
flow
bertulang
usage
2005
interaction
通过模拟
number
method
square
les
further
bending
contribution
blanket
adopting
some
cracking
friction
vertically
2F37712
1973
MOHAMED
ask
loose
smooth
cultural
single
fig
position
adapted
value
measure
flexural
thank
above
oeae
usg
hereby
钢筋接头中的拉力占主导地位是预
ecm
280
MANDER
conflict
damage
column
transversal
proposed
stres
2002
social
318M
same
因此支柱沿其高度仍然不会发生剪切破坏
short
php
0015h
2023
joint
indonesia
problem
alway
reinforcement
reason
POPOVICS
crosse
property
provided
这意味着柱子上的混凝土强度仍然足够
bracing
needed
provide
PRIESTLEY
november
longitudinal
812
applied
small
hanafi
editor
infringe
carbon
CALTRANS
sample
oeuu
521
theory
traffic
appear
goal
mail
after
hunan
proportion
received
likewise
furthermore
obstacle
现浇柱预制桩连接承载力分析
two
laterally
itself
copyright
esu
width
four
site
SNI
who
royalty
2007
esec
modeled
concrete
basic
abgl
than
fyh
114
replace
woven
com
variou
symbolized
capacity
ashad
image
LRFD
tension
BENTZ
534
CC
affect
ment
shear
cantilever
there
的分解轴向压力下
kalimantan
into
unit
monolith
surface
publication
dcbc
attention
1996
constitutive
not
optimal
based
level
foundation
every
accepted
final
730
achieve
piece
region
degree
university
strand
dimensional
ldb
following
berpenampang
accept
monotonic
variable
neither
60q
whose
org
discussion
china
formulation
they
fyt
COLLINS
2003
opinion
balanced
PUTRA
journal
it
identification
reduced
oee
confining
DOI
difference
behave
plastification
inelastic
2847
springer
mean
bco
anticipation
截面形状以及沿柱高分三段安装的
kinerja
high
SURONO
loop
PCP
both
fund
lap
safe
part
full
tensile
act
prof
钢筋配置等特点
218
probable
multiplier
economic
SEIBLE
important
pjia
PANE
grateful
such
hall
embankment
rct
around
282
object
ST
total
distribution
height
http
evidence
international
cover
quite
editorial
service
determination
general
remaining
addition
electronic
kutai
without
749
90231
side
multiplying
clas
economical
produce
structure
假设当弯曲行为占主导地位时
acc
ponti
182
east
free
ly'
stressed
vol
row
corridor
parameter
axial
2008
revised
reference
010829
RPC
agreement
carried
existing
2fpsasir
1995
experienced
276
1998
section
upm
434R
2000
exceeded
possible
differentiate
002
jonun
report
performance
entity
any
submit
aggregate
'bw
respectively
enclosed
通过检查搭接接头的适当性和钢筋分布的长度
while
bond
compression
energy
17c1
541X
acces
rotation
PICP
101686698780488758
abstract
line
预制柱
selatan
regency
urip
pearson
made
adequate
14669
slightly
english
minu
september
ductilely
triaxial
transfer
producing
dominant
treated
constructing
geotechnical
acknowledgment
33059
permissible
top
software
assumption
concern
project
configuration
FRP
occurred
road
rector
277
makassar
main
meeting
technology
effective
detail
2974
consideration
powder
factored
entitled
suspected
entire
caxxzcmwghambc60qfnoeccsqaq
each
letter
illustration
04d
canadian
geomorphology
met
esh
accompanied
behavior
bar
did
will
nov
transportation
cc'
represent
分析力
delivery
hoop
need
benmokrane
correspond
when
adequacy
maximum
453
对于高柱
29l
2012
measured
c'e
COHEN
idea
pier
07d
page
tie
spiral
5cc
code
old
increasing
prevent
influence
xuebao
according
2006
taken
sufficient
picture
assuming
lower
HSU
738
basi
30q
about
crack
safer
aim
determined
压缩状态
参考文
265
aea
kota
member
occurrence
secant
hinge
2ahukewjp0piy9ic
power
assume
interest
minimum
ensured
must
their
largest
outer
natural
perimeter
only
cc1
400
illustrated
three
predicting
sectional
doi
lateral
contributed
detailed
operate
testing
support
design
ASADI
formulated
directly
force
关键词
reinforcing
tall
ekonomi
hence
113
ACI
type
mander
association
dan
issn
CALVI
forming
pilar
NAHAZANAN
1016
later
seeing
all
wish
failure
1674
confined
response
300
analyze
higher
hardening
restrained
meanwhile
2749
从而在预制桩上得到
respond
description
analysi
diameter
universal
google
1826
MARY
central
segment
through
桩连接能力
湖南大学学报
formula
1943
16l
pressure
beton
major
panaikang
also
regulated
tough
sulawesi
fall
fully
edu
CPEC
allow
civil
141
kolom
ved
BUDIONO
given
composed
breaking
的压应力
socio
name
seen
HUAT
PINTO
appropriate
embedded
rectangular
characteristic
rapid
slope
SETAREH
done
wa
钢材质量
undergo
program
occur
area
overview
muslim
pillar
2022
shape
principle
128
realized
arrangement
considered
follow
show
approved
structural
155
compare
research
因此在
relie
system
different
related
1988
axi
field
侧向位移的关系
board
growth
neutral
unconfined
balance
apart
included
example
angle
343R
john
reinforced
clear
responsibility
ESMAEILY
teknik
aovvaw2wu1_tc31fbgvtuvi7jw
license
specification
exceed
159
co'
regulation
location
government
15q
KNPTS
internally
use
comfortable
along
cros
potential
external
htt
1061
similar
676
end
daxue
conclusion
infrastructure
2015
odd
www
between
loading
order
2017
3shc
asi
pik
become
diagram
210
analyzing
form
size
本研究的目的是分析桥梁支柱结构中混凝土的强度
10094
samudra
PARK
result
HARAHAP
identify
nor
distance
3131
paper
sipil
change
continuing
somewhat
managing
persegi
meter
1037
formed
management
cast
257
requirement
still
greatly
hollow