Sharif Journal of Civil Engineering
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All Volumes
Volume 42
Volume 41
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38.2
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vol. 8
ALL
A
1
B
2
C
3
D
5
E
4
F
2
G
0
H
2
I
0
J
0
K
2
L
1
M
1
N
0
O
0
P
3
Q
2
R
4
S
9
T
2
U
0
V
0
W
0
X
1
Y
0
Z
0
A
Active control
CENTRALIZED AND DECENTRALIZED ACTIVE CONTROL OF 3-DIMENSIONAL STRUCTURAL MODELS WITH VELOCITY AND DISPLACEMENT FEEDBACK
[Volume 2-28, Issue 1, 2012, Pages 67-80]
B
BOT
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND APPLICATION
[Volume 2-28, Issue 2, 2012, Pages 45-55]
Building
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
C
C$_1$ factor
EVALUATION OF C$_1$ FACTOR IN TARGET DISPLACEMENT OF CODE 360, BASED ON IRAN EARTHQUAKE RECORDS FOR FIRM SOIL AND FAR-FAULT SITES
[Volume 2-28, Issue 2, 2012, Pages 139-146]
CFRP
EXPERIMENTAL BEHAVIOR OF BRICK-INFILLED CONCRETE FRAMES STRENGTHENED BY CFRP WITH IMPROVED ATTACHING TECHNIQUE
[Volume 2-28, Issue 1, 2012, Pages 59-65]
Construction
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
D
Delphi
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
DEMATEL
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
Displacement based design
EVALUATION OF DIRECT DISPLACEMENT BASED METHOD FOR SEISMIC DESIGN OF REINFORCED CONCRETE SHEAR WALLS
[Volume 2-28, Issue 4, 2012, Pages 25-38]
Dynamic analysis
THE EFFECT OF SOIL MECHANICAL PROPERTIES ON RESPONSE OF SOIL-PILE SYSTEMS UNDER EARTHQUAKE LOADING
[Volume 2-28, Issue 1, 2012, Pages 49-57]
Dynamic analysis
THE EFFECT OF LATERAL LOADING PATTERNS ON SEISMIC MODIFICATION FACTORS OF MOMENT-RESISTANT FRAMES WITH MEDIUM DUCTILITY
[Volume 2-28, Issue 3, 2012, Pages 47-57]
E
Earthquake
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
Earthquake
EVALUATION OF LIQUEFACTION POTENTIAL IN MAZANDARAN PROVINCE USING IN-SITU TEST DATA WITH REVIEW OF ISHIHARA CRITERION
[Volume 2-28, Issue 4, 2012, Pages 127-135]
EHHT
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD
[Volume 2-28, Issue 1, 2012, Pages 29-38]
Experts
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
F
Finite Volume Method
EVALUATION OF TURBULENCE MODELS IN SIMULATION OF OBLIQUE STANDING SHOCK WAVES IN UPERCRITICAL CHANNEL FLOW
[Volume 2-28, Issue 1, 2012, Pages 17-27]
FRP
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS
[Volume 2-28, Issue 1, 2012, Pages 111-118]
H
HHT
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD
[Volume 2-28, Issue 1, 2012, Pages 29-38]
Hydroponic. renewcommand receivedDat
PHYTOREMEDIATION OF STABLE CESIUM FROM SOLUTIONS
[Volume 2-28, Issue 3, 2012, Pages 89-97]
K
Kinematic interaction
THE EFFECT OF SOIL MECHANICAL PROPERTIES ON RESPONSE OF SOIL-PILE SYSTEMS UNDER EARTHQUAKE LOADING
[Volume 2-28, Issue 1, 2012, Pages 49-57]
Kinematic interaction
EVALUATION OF THE EFFECTS OF KINEMATIC SOIL STRUCTURE INTERACTION ON SEISMIC LOADING OF STRUCTURES PART II: FOUNDATION INPUT MOTIONS
[Volume 2-28, Issue 2, 2012, Pages 27-34]
L
Liquefaction Potential
EVALUATION OF LIQUEFACTION POTENTIAL IN MAZANDARAN PROVINCE USING IN-SITU TEST DATA WITH REVIEW OF ISHIHARA CRITERION
[Volume 2-28, Issue 4, 2012, Pages 127-135]
M
MCDM model.}
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND APPLICATION
[Volume 2-28, Issue 2, 2012, Pages 45-55]
P
Performance based design
STUDY OF ENDURANCE TIME METHOD IN SEISMIC ASSESSMENT OF STEEL FRAMES IN DIFFERENT EXCITATIONS LEVELS
[Volume 2-28, Issue 4, 2012, Pages 115-125]
Pozzolan
A STUDY ON THE VARIATION OF COMPRESSIVE STRENGTH AND POROSITY IN THE CENTER OF MASSIVE HIGH STRENGTH CONCRETE
[Volume 2-28, Issue 1, 2012, Pages 101-109]
PPP projects
IDEAL SUCCESS EVALUATION OF MULTI OBJECTIVE MODEL FOR BOT PROJECTS; STRUCTURE AND APPLICATION
[Volume 2-28, Issue 2, 2012, Pages 45-55]
Q
QC
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
QM
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
R
Rammed aggregate piers
A FIELD STUDY ON THE BEHAVIOR OF SINGLE RAMMED AGGREGATE PIERS TOWARDS CHANGES IN DIAMETER
[Volume 2-28, Issue 4, 2012, Pages 95-103]
RC beam
EXACT ANALYTICAL SOLUTION OF INTERFACIAL STRESSES IN STRENGTHENED RC BEAMS USING SOFFIT PLATES
[Volume 2-28, Issue 2, 2012, Pages 13-26]
Reinforced concrete beam
EFFECT OF CONCRETE STRENGTH, FLEXURAL REINFORCEMENT AND INITIAL DAMAGE ON THE DYNAMIC PROPERTIES OF REINFORCED CONCRETE BEAMS
[Volume 2-28, Issue 3, 2012, Pages 3-12]
Retrofitting
EXPERIMENTAL BEHAVIOR OF BRICK-INFILLED CONCRETE FRAMES STRENGTHENED BY CFRP WITH IMPROVED ATTACHING TECHNIQUE
[Volume 2-28, Issue 1, 2012, Pages 59-65]
S
Self compacting concrete
EXPERIMENTAL AND THEORITICAL PERFORMANCE OF PRESTRESSED HOLLOW CORE SLABS WITH HIGH STRENGHT SELF COMPACTING CONCRETE
[Volume 2-28, Issue 2, 2012, Pages 99-111]
Self compacting concrete
ULTIMATE STATE AND DUCTILITY OF PRECAST PRESTRESSED HOLLOW CORE SLABS CONSISTING OF HIGH STRENGTH SELF COMPACTING CONCRETE
[Volume 2-28, Issue 3, 2012, Pages 131-140]
Shear wall
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS
[Volume 2-28, Issue 1, 2012, Pages 111-118]
Slope stability
DASHTEGAN-RUDBAR HUGE LANDSLIDE (RASHT --- QAZVIN, FREEWAY ROUTE): INVESTIGATION AND METHOD OF STABILIZATION
[Volume 2-28, Issue 1, 2012, Pages 119-127]
SPT
MODELING THE EFFECT OF EMBANKMENT DAM CONSTRUCTION ON THE LIQUEFACTION POTENTIAL OF ALLUVIUAL FOUNDATION
[Volume 2-28, Issue 4, 2012, Pages 53-64]
Stone column
DESIGN CHARTS OF STONE COLUMNS FOR STABILIZATION OF RAILWAY EMBANKMENTS OVERLAID ON SOFT CLAY SUBGRADES
[Volume 2-28, Issue 3, 2012, Pages 141-149]
Strengthening
LONGITUDINAL GROOVES AS SUBSTITUTE METHOD FOR SURFACE PREPARATION IN FLEXURAL STRENGTHENING OF CONCRETE BEAMS
[Volume 2-28, Issue 1, 2012, Pages 3-8]
Strengthening
EFFECT OF FRP STRENGTHENING FOR CONFINEMENT OF BOUNDARY ELEMENTS ON THE BEHAVIOR OF REINFORCED CONCRETE SHEAR WALLS
[Volume 2-28, Issue 1, 2012, Pages 111-118]
Structure
USE OF THE DELPHI METHOD AND THE DEMATEL TECHNIQUE IN RECOGNIZING AND ORGANIZING THE EFFECTIVE VARIABLES ON BUILDING STRUCTURE QUALITY IN TEHERAN
[Volume 2-28, Issue 3, 2012, Pages 21-30]
T
Target displacement
EVALUATION OF C$_1$ FACTOR IN TARGET DISPLACEMENT OF CODE 360, BASED ON IRAN EARTHQUAKE RECORDS FOR FIRM SOIL AND FAR-FAULT SITES
[Volume 2-28, Issue 2, 2012, Pages 139-146]
T-F-A spectrum
EFFICACY OF THE ENHANCED TRANSFORM IN COMPARISON WITH THE CLASSIC HILBERT-HUANG METHOD
[Volume 2-28, Issue 1, 2012, Pages 29-38]
X
XRD
STABILITY OF ENGINEERING AND RHEOLOGICAL PROPERTIES OF BENTONITE DUE TO TEMPERATURE VARIATIONS IN RADIOACTIVE WASTE DISPOSAL
[Volume 2-28, Issue 1, 2012, Pages 89-93]
