Sharif Journal of Civil Engineering
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Volume 42
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38.2
37.2
36.2
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vol. 8
ALL
A
7
B
7
C
12
D
10
E
9
F
11
G
8
H
2
I
4
J
1
K
1
L
2
M
10
N
3
O
3
P
7
Q
0
R
10
S
25
T
5
U
1
V
1
W
4
X
0
Y
0
Z
1
A
ABAQUS
NON-LINEAR FEM DYNAMIC ANALYSIS OF 3D STEEL FRAME WITH INTERMEDIATE DUCTILITY UNDER CRASH LOADING
[35.2, 1.1, 2019, Pages 23-31]
Abstraction Ratio
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN
[35.2, 4.2, 2019, Pages 43-51]
Active control
ACTIVE STRUCTURAL VIBRATION CONTROL BY UTILIZING SINGLE ACTUATOR AND APPLYING CRITICAL DAMPING CONCEPT IN TWO VIBRATION MODES
[35.2, 3.1, 2019, Pages 13-23]
ANFIS
SCOURING AT BRIDGES PIERS UNDER UNSTEADY FLOW CONDITION AND ARMORED BEDS USING ANFIS AND OPTIMIZATION ALGORITHMS
[35.2, 4.1, 2019, Pages 27-37]
Applied element method
MODIFIED APPLICATION OF MODIFIED ELEMENTAL ELEMENTS, BASED ON THE CONCEPT OF ENERGY, FOR ANALYZING STRUCTURES, IN THE RANGE OF SMALL DEFORMATIONS
[35.2, 4.1, 2019, Pages 63-70]
Artificial ground freezing (AGF)
FEASIBILITY STUDY OF FROZEN SOIL WALL APPLICATION TO SUPPORT THE EXCAVATIONS- A CASE STUDY OF TABRIZ SUBWAY
[35.2, 1.2, 2019, Pages 93-103]
Artificial neural networks
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM
[35.2, 2.2, 2019, Pages 111-122]
B
BA 2008
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION
[35.2, 4.1, 2019, Pages 131-139]
Base isolation
EVALUATING SEISMIC IN-SOIL ISOLATION OF MSW LANDFILL USING GEOSYNTHETIC LINERS IN SHAKING TABLE TEST: CASE STUDY OF TEHRAN KAHRIZAK LANDFILL
[35.2, 1.2, 2019, Pages 105-113]
Base isolation
COMPARING BLAST LOAD BEHAVIORS OF REHABILITATED CONCRETE STRUCTURES USING VISCOUS DAMPER AND BASE ISOLATOR
[35.2, 3.1, 2019, Pages 113-122]
Beach cusps
EFFECTS OF ENVIRONMENTAL PARAMETERS ON THE MORPHOLOGY OF THE BEACH CUSPS OF RODDICK PORT
[35.2, 3.2, 2019, Pages 35-50]
Blast load behavior
COMPARING BLAST LOAD BEHAVIORS OF REHABILITATED CONCRETE STRUCTURES USING VISCOUS DAMPER AND BASE ISOLATOR
[35.2, 3.1, 2019, Pages 113-122]
Bridge
TIME-DEPENDENT BEHAVIOR OF CANTILEVER LIGHT WEIGHT CONCRETE BRIDGE BASED ON TENDON AND LIGHT WEIGHT CONCRETE TYPES
[35.2, 1.1, 2019, Pages 101-109]
Bridge piers
SCOURING AT BRIDGES PIERS UNDER UNSTEADY FLOW CONDITION AND ARMORED BEDS USING ANFIS AND OPTIMIZATION ALGORITHMS
[35.2, 4.1, 2019, Pages 27-37]
C
CCHE2D software
DEVELOPMENT OF A METHOD FOR DETERMINATION OF LOCATION OF MAXIMUM SHEAR STRESS IN RIVER BENDS (VERIFICATION OF REPORT NO. 592, IRANIAN ENERGY MINISTRY
[35.2, 2.2, 2019, Pages 153-163]
Central cracked plate
EVALUATING THE EFFICIENCY OF FEM TO STUDY THE EFFECT OF PLATE WIDTH AND HOLE ON THE STRESS INTENSITY FACTOR IN CRACKED PLATE
[35.2, 1.2, 2019, Pages 115-121]
Clayey sand soil
THE STUDY OF CLINOPTILOLITE EFFECT ON THE STRENGTH PARAMETERS OF CLAYEY SAND SOIL CONSIDERING SOIL FAILURE BEHAVIOR
[35.2, 3.2, 2019, Pages 121-128]
Coarse recycled concrete aggregate
EVALUATING THE DEICER SALT SCALING RESISTANCE OF RECYCLED AGGREGATE CONCRETE
[35.2, 4.2, 2019, Pages 21-31]
Column base connection
ASSESSMENT OF THE EFFECT OF COLUMN BASE CONNECTION ROTATIONAL STIFFNESS ON SEISMIC BEHAVIOR OF THE STEEL MOMENT FRAMES
[35.2, 2.1, 2019, Pages 83-92]
Concrete gravity dam
SEISMIC OPTIMIZATION OF CONCRETE GRAVITY DAM WITH RUBBER DAMPER USING PROBABILISTIC ANALYSIS
[35.2, 1.2, 2019, Pages 131-142]
Cone pull-out test
INVESTIGATION AND ANALYSIS OF THE CONE PULLOUT TEST RESULTS IN FINE-GRAINED SOILS ADHESION
[35.2, 3.2, 2019, Pages 129-136]
Construction projects
DYNAMIC MODELING OF CONSTRUCTION PROJECTS' LABOR NEED
[35.2, 2.2, 2019, Pages 69-79]
Cosine weirs
COMPARISON OF HYDRAULICS PARAMETER BETWEEN HALF CYCLE COSINE WEIRS AND RECTANGULAR WEIRS
[35.2, 3.1, 2019, Pages 3-12]
Crack detection
APPLICATION OF DYNAMIC KINETIC ENERGY AND ARTIFICIAL NEURAL NETWORK TO CRACK IDENTIFICATION IN BEAMS UNDER MOVING MASS
[35.2, 4.2, 2019, Pages 97-106]
Creeping behavior
INVESTIGATION AND COMPARISON OF MASHHAD'S CLAY AND SILTY SOILS CREEP BEHAVIOR
[35.2, 4.1, 2019, Pages 101-110]
Crumb tire
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE
[35.2, 1.1, 2019, Pages 91-99]
D
Damage detection
COMPARISON OF STATIC AND MODAL ANALYSIS IN DAMAGE DETECTION OF CONCRETE GRAVITY DAMS VIA WAVELET TRANSFORM
[35.2, 1.1, 2019, Pages 33-41]
Damage detection
DAMAGE DETECTION OF STRUCTURES USING WAVELET PACKET ANALYSIS AND DIMENSIONALITY REDUCTION
[35.2, 1.2, 2019, Pages 85-91]
Damage detection
DAMAGE DETECTION IN BEAM TO COLUMN CONNECTIONS OF MOMENT FRAMES SUBJECTED TO IMPACT LOAD USING AN OPTIMIZATION METHOD
[35.2, 2.1, 2019, Pages 141-151]
DBE
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE
[35.2, 3.1, 2019, Pages 99-111]
Deep beam
INVESTIGATION OF EXPERIMENTAL BEHAVIOR OF FIXED-ENDED REINFORCED CONCRETE DEEP BEAMS UNDER CYCLIC AND MONOTONIC LOADS
[35.2, 4.2, 2019, Pages 67-73]
Deep excavation
STUDY OF TIME-DEPENDENT BEHAVIOR OF SOFT CLAYS IN DEEP EXCAVATIONS
[35.2, 4.1, 2019, Pages 13-25]
Dept. of Civil Engineering University of Mohaghegh Ardabili
ASSESSING THE RISK POTENTIAL OF SURFACE WATER POLLUTION BY WRASTIC AND NMED INDICES IN ArcGIS SOFTWARE ENVIRONMENT, CASE STUDY: ASTANE-KUCHESFAHAN
[35.2, 4.2, 2019, Pages 87-96]
Diagrid structures
THE EFFECT OF ANGLE CHANGE OF DIAGONAL MEMBERS ON R-FACTOR AND COLLAPSE FRAGILITY CURVES OF MID-RISE STEEL DIAGRID STRUCTURES
[35.2, 4.1, 2019, Pages 39-51]
Dynamic analysis
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE
[35.2, 3.1, 2019, Pages 99-111]
Dynamic load
DISPLACEMENT RELIABILITY ASSESSMENT OF DYNAMIC LOADED PILE USING WINKLER METHOD
[35.2, 4.1, 2019, Pages 141-149]
E
Earthquake
EFFECT OF ISOLATOR ON SEISMIC BEHAVIOR OF ELEVATED WATER TANK
[35.2, 1.2, 2019, Pages 123-130]
Earth rock fill DAM
THE EFFECT OF MOISTURE CONTENT ON THE TENSILE STRENGTH AND FRACTURE TOUGHNESS OF CLAY CORE EARTH DAMS
[35.2, 1.1, 2019, Pages 119-128]
Eccentric braced frames
THE EFFECT OF SEQUENCE EARTHQUAKE ON FRAGILITY CURVE DUAL SYSTEMS OF LOW RISE STEEL MOMENT FRAME WITH ECCENTRIC BRACED FRAME
[35.2, 4.1, 2019, Pages 119-130]
Edged cracked semicircular disk (ECSD)
DETERMINE THE OPTIMAL FORM FACTOR EDGED CRACKED SEMICIRCULAR DISK UNDER UNIFORM PRESSURE LOAD
[35.2, 2.2, 2019, Pages 165-172]
Elevated water tank
EFFECT OF ISOLATOR ON SEISMIC BEHAVIOR OF ELEVATED WATER TANK
[35.2, 1.2, 2019, Pages 123-130]
EPS block
LABORATORY TESTS OF EPS BLOCK INFLUENCE ON BEHAVIOR OF BURIED PIPE UNDER REPEATED LOAD
[35.2, 3.2, 2019, Pages 61-70]
Experimental model
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN
[35.2, 4.2, 2019, Pages 43-51]
Experimental study
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES
[35.2, 1.1, 2019, Pages 43-53]
Experimental study
EXPERIMENTAL STUDY ON PERFORMANCE OF REINFORCED SOIL EMBANKMENT OVERLYING SHALLOW VOID
[35.2, 2.1, 2019, Pages 115-121]
F
Failure earth dam
ANALYSIS OF CONDITION PHYSICAL HOMOGENOUS EARTH DAM IN OVER TAPPING
[35.2, 2.1, 2019, Pages 93-104]
Fiber
REINFORCING ROLLER COMPACTED CONCRETE WITH METAL AND POLYMERIC FIBERS TO REDUCE REFLECTIVE CRACKING IN COMPOSITE PAVEMENT
[35.2, 4.2, 2019, Pages 119-130]
Fiber
EXPERIMENTAL EVALUATION OF THE MECHANICAL PROPERTIES AND CONNECTIONS OF THE COMPOSITE PROFILES
[35.2, 4.2, 2019, Pages 3-10]
Fine-Grained Soil
INVESTIGATION AND ANALYSIS OF THE CONE PULLOUT TEST RESULTS IN FINE-GRAINED SOILS ADHESION
[35.2, 3.2, 2019, Pages 129-136]
Fine-Grained Soil
INVESTIGATION AND COMPARISON OF MASHHAD'S CLAY AND SILTY SOILS CREEP BEHAVIOR
[35.2, 4.1, 2019, Pages 101-110]
Flow pattern
[35.2, 2.1, 2019, Pages 27-37]
Fracture toughness
THE EFFECT OF MOISTURE CONTENT ON THE TENSILE STRENGTH AND FRACTURE TOUGHNESS OF CLAY CORE EARTH DAMS
[35.2, 1.1, 2019, Pages 119-128]
Fracture toughness
EVALUATION OF FRACTURE TOUGHNESS OF WARM-MIX ASPHALT CONTAINING NATURAL AND SYNTHESIS FIBERS AT LOW TEMPERATURES
[35.2, 2.2, 2019, Pages 29-38]
Free Surface
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN
[35.2, 4.2, 2019, Pages 43-51]
FRP composites profiles
EXPERIMENTAL EVALUATION OF THE MECHANICAL PROPERTIES AND CONNECTIONS OF THE COMPOSITE PROFILES
[35.2, 4.2, 2019, Pages 3-10]
FWD
SENSITIVITY OF BACKCALCULTATION ANALYSIS TO TEMPERATURE IN RECYCLED PAVEMENT IN COMPARISON WITH LABORATORY
[35.2, 3.2, 2019, Pages 83-95]
G
Geocell
LABORATORY INVESTIGATION OF INFLUENCE OF GEOCELL ON THE STABILITY OF RAILWAY EMBANKMENTS
[35.2, 2.1, 2019, Pages 51-63]
GFRP
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP
[35.2, 1.1, 2019, Pages 111-118]
GMPE
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION
[35.2, 4.1, 2019, Pages 131-139]
Gotvand dam
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE
[35.2, 3.1, 2019, Pages 99-111]
Granular rubber
EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF SOIL BED CONTAINING RUBBER-SOIL MIXTURE LAYER
[35.2, 2.1, 2019, Pages 123-132]
Gravity retaining wall
EVALUATION OF FACTOR AFFECTING ON SEISMIC DISPLACEMENTS AND ROTATIONS OF GRAVITY RETAINING WALL USING PHYSICAL MODEL
[35.2, 3.2, 2019, Pages 51-60]
Green buildings
[35.2, 3.1, 2019, Pages 47-57]
Grid-Anchor
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES
[35.2, 1.1, 2019, Pages 43-53]
H
Human resource management
DYNAMIC MODELING OF CONSTRUCTION PROJECTS' LABOR NEED
[35.2, 2.2, 2019, Pages 69-79]
Hyper elastic
LAGRANGE METHOD FOR NONLINEAR SOLUTION OF HYPER ELASTIC MATERIAL BY ISOPARAMETERIC ELEMENT
[35.2, 1.1, 2019, Pages 3-12]
I
Impact
NON-LINEAR FEM DYNAMIC ANALYSIS OF 3D STEEL FRAME WITH INTERMEDIATE DUCTILITY UNDER CRASH LOADING
[35.2, 1.1, 2019, Pages 23-31]
Impulsive load
A PERFORMANCE-BASED METHOD FOR CALCULATION OF MEMBER CAPACITY MODIFICATION FACTORS OF STEEL MOMENT FRAME UNDER IMPULSIVE LOADING
[35.2, 3.2, 2019, Pages 15-22]
Intelligent defense embankment
NUMERICAL INVESTIGATION OF THE EFFECT OF REINFORCEMENT SOIL BY GEOFOAM ON REDUCING THE EFFECTS OF EXPLOSION LOADING
[35.2, 4.1, 2019, Pages 81-91]
Inverse model
IDENTIFICATION OF RIVER GEOMETRIC-HYDRAULIC RELATIONSHIPS USING INVERSE SOLUTION OF THE SAINT-VENANT EQUATIONS AND APPLICATION OF IT
[35.2, 4.2, 2019, Pages 33-42]
J
Jacobsen's damping
PROPOSAL FOR AN EQUIVALENT LINEARIZATION METHOD FOR CONTROLLED-ROCKING SELF-CENTERING SYSTEMS
[35.2, 1.1, 2019, Pages 67-80]
K
Kaolinite
EFFECT OF TYPE AND PERCENTAGE OF CLAY MINERALS ON THE POZZOLANIC STABILIZATION OF CLAYEY SOILS (MACROSTRUCTURE AND MICROSTRUCTURE STUDY
[35.2, 4.1, 2019, Pages 3-12]
L
Liquefied soil sub-layers
EXPERIMENTAL AND NUMERICAL MODELING ON SEISMIC RESPONSE OF LIQUEFIABLE SUB-LAYERS
[35.2, 3.1, 2019, Pages 71-82]
LLH
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION
[35.2, 4.1, 2019, Pages 131-139]
M
Macro-Synthetic fibers
INVESTIGATING THE EFFECT OF FIBER ON COMPRESSIVE AND SPLITTING TENSILE BEHAVIOR OF CONCRETE VIA EXPERIMENTAL TESTS, DIGITAL IMAGE ORRELATIONS
[35.2, 4.2, 2019, Pages 11-20]
Masonry wall
THE ROLE OF WOODEN ELEMENTS FOR IMPROVING SEISMIC PERFORMANCE AND CRACKING PATTERNS OF MASONRY WALLS
[35.2, 2.2, 2019, Pages 143-152]
MCE
EVALUATION OF SEISMIC DEFORMATIONS OF GOTVAND DAM DURING EARTHQUAKE
[35.2, 3.1, 2019, Pages 99-111]
Mesh refinement
ADAPTIVE FINITE ELEMENT ANALYSIS USING H-REFINEMENT AND INTERPOLATION COVER FUNCTIONS
[35.2, 2.1, 2019, Pages 105-113]
Modeling
A NEW METHOD FOR MODELING OF SHEAR BAND PROPAGATION USING ZERO THICKNESS ELEMENTS
[35.2, 3.1, 2019, Pages 25-32]
Monolayer
EFFECT OF USING MONOLAYER COVERS ON EVAPORATION RATE IN DAM RESERVOIRS EFFECT OF USING MONOLAYER COVERS ON EVAPORATION RATE IN DAM RESERVOIRS
[35.2, 3.2, 2019, Pages 23-33]
MPA
ASSESSMENT OF THE EFFECT OF COLUMN BASE CONNECTION ROTATIONAL STIFFNESS ON SEISMIC BEHAVIOR OF THE STEEL MOMENT FRAMES
[35.2, 2.1, 2019, Pages 83-92]
MSW
THE ASSESSMENT OF EFFECT OF INERT MATERIALS ON THE BEHAVIOR AND SHEAR STRENGTH OF FRESH AND AGED MUNICIPAL SOLID WASTES
[35.2, 3.1, 2019, Pages 59-69]
Mudcracks
INVESTIGATION OF THE GEOLOGICAL AND GEOTECHNICAL EFFECTS ON THE ORIGIN AND EXTENT OF EARTH FISSURES IN THE EAST SEMNAN
[35.2, 1.2, 2019, Pages 3-10]
MWCNTs
TREATMENT OF SALINE WATER BY NANOFILTRATION PROCESS WITH A MODIFIED POLYAMIDE MEMBRANE MULTI-WALLED CARBON NANOTUBES
[35.2, 3.1, 2019, Pages 39-46]
N
Nanofiltrarion
TREATMENT OF SALINE WATER BY NANOFILTRATION PROCESS WITH A MODIFIED POLYAMIDE MEMBRANE MULTI-WALLED CARBON NANOTUBES
[35.2, 3.1, 2019, Pages 39-46]
Nano-silica
THE EXPERIMENTAL STUDY OF THE NANO-SILICA EFFECT ON THE STRENGTH AND CONSOLIDATION PARAMETERS OF KARAJ CLAY SOILS
[35.2, 2.1, 2019, Pages 65-72]
NDT tests
SENSITIVITY OF BACKCALCULTATION ANALYSIS TO TEMPERATURE IN RECYCLED PAVEMENT IN COMPARISON WITH LABORATORY
[35.2, 3.2, 2019, Pages 83-95]
O
Optimization
SEISMIC OPTIMIZATION OF CONCRETE GRAVITY DAM WITH RUBBER DAMPER USING PROBABILISTIC ANALYSIS
[35.2, 1.2, 2019, Pages 131-142]
Optimization
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM
[35.2, 2.2, 2019, Pages 111-122]
Optimization
OPTIMIZATION OF TAPERED FRAMES BY MULTI-SEARCH METHOD AND APPLYING PRESTRESSING FORCE IN MEMBERS
[35.2, 2.2, 2019, Pages 39-50]
P
Particle breakage
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE
[35.2, 1.1, 2019, Pages 91-99]
Performance based design
OPTIMUM DESIGN OF STEEL MOMENT-RESISTING FRAMES BASED ON PERFORMANCE LEVELS, USING TARGET ROOF DISPLACEMENT CRITERION
[35.2, 3.2, 2019, Pages 71-82]
Performance-based seismic design
OPTIMAL PERFORMANCE-BASED SEISMIC DESIGN OF SHEAR BUILDINGS USING ENDURANCE TIME METHOD
[35.2, 2.1, 2019, Pages 39-50]
PIV
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES
[35.2, 1.1, 2019, Pages 43-53]
Post-tensioned connection
INVESTIGATING THE ROLE OF EFFECTIVE PARAMETERS IN THE BEHAVIOR OF POST-TENSIONED CONNECTION BETWEEN STEEL BEAM AND COMPOSITE COLUMN
[35.2, 4.1, 2019, Pages 71-80]
Project delay
EVALUATING FACTORS CAUSING DELAY IN RESIDENTIAL BUILDING PROJECTS OF MASHHAD
[35.2, 3.2, 2019, Pages 3-13]
Public parking
PUBLIC PARKING SPACE ISSUES FOR TEHRAN CITIZENS
[35.2, 3.1, 2019, Pages 83-90]
R
RCC
REINFORCING ROLLER COMPACTED CONCRETE WITH METAL AND POLYMERIC FIBERS TO REDUCE REFLECTIVE CRACKING IN COMPOSITE PAVEMENT
[35.2, 4.2, 2019, Pages 119-130]
Reinforced concrete
BOND-SLIP RELATIONSHIP OF REINFORCING STEEL BARS WITH SHORT EMBEDMENT IN CONCRETE
[35.2, 3.2, 2019, Pages 97-105]
Reinforced concrete
INVESTIGATION OF EXPERIMENTAL BEHAVIOR OF FIXED-ENDED REINFORCED CONCRETE DEEP BEAMS UNDER CYCLIC AND MONOTONIC LOADS
[35.2, 4.2, 2019, Pages 67-73]
Reinforced concrete column
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP
[35.2, 1.1, 2019, Pages 111-118]
Reinforced concrete column
[35.2, 4.2, 2019, Pages 75-86]
Reinforced soil wall
NUMERICAL STUDY OF THE EFFECTS OF GROUNDWATER AND BED RESISTANCE CONDITIONS ON THE BEHAVIOR OF GEOSYNTHETIC SOIL WALLS
[35.2, 4.2, 2019, Pages 141-148]
Report no.592
DEVELOPMENT OF A METHOD FOR DETERMINATION OF LOCATION OF MAXIMUM SHEAR STRESS IN RIVER BENDS (VERIFICATION OF REPORT NO. 592, IRANIAN ENERGY MINISTRY
[35.2, 2.2, 2019, Pages 153-163]
Risk
INTEGRATION OF RISK MANAGEMENT AND FUZZY INFERENCE SYSTEMS IN ORDER TO PROJECT TIME ESTIMATION IN GAS REFINERIES CASE STUDY: CONSTRUCTION OF KHANGIRAN
[35.2, 1.2, 2019, Pages 41-49]
Rocking self-centering frame
PROPOSAL FOR AN EQUIVALENT LINEARIZATION METHOD FOR CONTROLLED-ROCKING SELF-CENTERING SYSTEMS
[35.2, 1.1, 2019, Pages 67-80]
RSA
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION
[35.2, 4.1, 2019, Pages 131-139]
S
Saint-Venant equations
IDENTIFICATION OF RIVER GEOMETRIC-HYDRAULIC RELATIONSHIPS USING INVERSE SOLUTION OF THE SAINT-VENANT EQUATIONS AND APPLICATION OF IT
[35.2, 4.2, 2019, Pages 33-42]
Secondary currents
NUMERICAL MODELING OF FLOW IN MEANDERING COMPOUND OPEN CHANNELS
[35.2, 1.2, 2019, Pages 75-83]
Secondary Flow
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN
[35.2, 4.2, 2019, Pages 43-51]
Seismic hazard analysis
EMPLOYMENT OF THE RE-SAMPLING ANALYSIS IN DEVELOPMENT OF THE BOORE-ATKINSON 2008 GROUND MOTION PREDICTION EQUATION
[35.2, 4.1, 2019, Pages 131-139]
SEM
EFFECT OF TYPE AND PERCENTAGE OF CLAY MINERALS ON THE POZZOLANIC STABILIZATION OF CLAYEY SOILS (MACROSTRUCTURE AND MICROSTRUCTURE STUDY
[35.2, 4.1, 2019, Pages 3-12]
Semi-active control
SEMI-ACTIVE OF BASE-ISOLATED BUILDING WITH VARIABLE CURVATURE SLIDING ISOLATORS
[35.2, 1.2, 2019, Pages 51-64]
Semi-active control
DESIGN AND IMPLEMENTATION OF A SEMI-ACTIVE STRUCTURAL CONTROL SYSTEM USING SHAKE TABLE TEST
[35.2, 2.2, 2019, Pages 133-142]
Separation gap angle
EVALUATION DEMAND OF SEPARATION GAP ANGLE IN ADJACENT STEEL MOMENT RESISTING FRAMES UNDER FAR-FIELD AND NEAR-FIELD EARTHQUAKES
[35.2, 4.1, 2019, Pages 53-61]
Shear strength
EVALUATION OF SHEAR STRENGTH AND PARTICLE BREAKAGE OF CRUMB TIRE-CALCAREOUS SAND MIXTURE
[35.2, 1.1, 2019, Pages 91-99]
Shear strength
THE EXPERIMENTAL STUDY OF THE NANO-SILICA EFFECT ON THE STRENGTH AND CONSOLIDATION PARAMETERS OF KARAJ CLAY SOILS
[35.2, 2.1, 2019, Pages 65-72]
Shear strength
THE ASSESSMENT OF EFFECT OF INERT MATERIALS ON THE BEHAVIOR AND SHEAR STRENGTH OF FRESH AND AGED MUNICIPAL SOLID WASTES
[35.2, 3.1, 2019, Pages 59-69]
Shear wave velocity profiles
A COMPARISON OF SITE SHEAR WAVE VELOCITY PROFILE USING TWO METHODS OF INVERSION OF MAXIMUM ELLIPTICITY AND SPECTRAL ANALYSIS OF SURFACE WAVES, CASE
[35.2, 1.2, 2019, Pages 19-29]
Sheet piles
STUDY OF SOFT CLAY LAYER EFFECTS ON STEEL SHEET PILE WALLS BEHAVIORS USING CONVENTIONAL AND NUMERICAL METHODS
[35.2, 1.1, 2019, Pages 13-21]
Site effects
NUMERICAL STUDY OF 1D AND 2D SEISMIC RESPONSE OF SEDIMENTARY BASINS: CASE STUDY OF PERSIAN GULF BRIDGE
[35.2, 2.2, 2019, Pages 97-109]
Site effects
EXPERIMENTAL AND NUMERICAL MODELING ON SEISMIC RESPONSE OF LIQUEFIABLE SUB-LAYERS
[35.2, 3.1, 2019, Pages 71-82]
Smart structure
ACTIVE STRUCTURAL VIBRATION CONTROL BY UTILIZING SINGLE ACTUATOR AND APPLYING CRITICAL DAMPING CONCEPT IN TWO VIBRATION MODES
[35.2, 3.1, 2019, Pages 13-23]
Soil reinforcement
EXPERIMENTAL STUDY ON PERFORMANCE OF REINFORCED SOIL EMBANKMENT OVERLYING SHALLOW VOID
[35.2, 2.1, 2019, Pages 115-121]
Soil treatment
EVALUATION OF THE EFFECT OF ALTERNATING POLARITY EXCHANGE ON CRUDE OIL REMOVAL FROM SOIL BY BIOELECTROKINETIC METHOD
[35.2, 2.2, 2019, Pages 123-131]
Soil type
THE EFFECT OF SOIL TYPE ON SOIL-WATER AND UNSATURATED HYDRAULIC CHARACTERISTICS
[35.2, 3.2, 2019, Pages 149-156]
Spatial transferability
A QUANTITATIVE AND MULTI-ASPECT TRANSFERABILITY ANALYSIS OF THE ORDERED LOGIT MODEL FOR TRIP PRODUCTION BETWEEN QAZVIN AND ESLAMSHAHR CITIES
[35.2, 1.2, 2019, Pages 11-18]
Stabilization pond
IMPROVING EFFLUENT FROM WASTEWATER STABILIZATION PONDS USING DUCKWEED
[35.2, 2.1, 2019, Pages 133-140]
Steel fibers reinforced concrete
PUNCHING SHEAR STRENGTH OF STEEL FIBER-REINFORCED CONCRETE TWO-WAY SLABS
[35.2, 3.1, 2019, Pages 91-97]
Steel pipeline
THE EVALUATION OF P-WAVE PROPAGATION ON THE SEISMIC BEHAVIOR OF STRAIGHT STEEL PIPELINES IN LAYERED SOILS
[35.2, 2.1, 2019, Pages 3-14]
Structural-soil-structure interaction
[35.2, 4.2, 2019, Pages 107-118]
Surface settlements
MECHANIZED TUNNELING-INDUCED SETTLEMENTS IN URBAN ENVIRONMENT: THE CASE STUDY OF TABRIZ UNDERGROUND RAILWAY
[35.2, 4.2, 2019, Pages 131-140]
T
Tabriz underground railway
MECHANIZED TUNNELING-INDUCED SETTLEMENTS IN URBAN ENVIRONMENT: THE CASE STUDY OF TABRIZ UNDERGROUND RAILWAY
[35.2, 4.2, 2019, Pages 131-140]
Target displacement
OPTIMUM DESIGN OF STEEL MOMENT-RESISTING FRAMES BASED ON PERFORMANCE LEVELS, USING TARGET ROOF DISPLACEMENT CRITERION
[35.2, 3.2, 2019, Pages 71-82]
Time management
INTEGRATION OF RISK MANAGEMENT AND FUZZY INFERENCE SYSTEMS IN ORDER TO PROJECT TIME ESTIMATION IN GAS REFINERIES CASE STUDY: CONSTRUCTION OF KHANGIRAN
[35.2, 1.2, 2019, Pages 41-49]
Trench installation
INVESTIGATION OF APPLIED EARTH LOAD ON BURIED BOX CULVERTS IN TRENCHES USING INDUCED TRENCH METHOD UNDER EMBANKMENT PRESSURE
[35.2, 4.2, 2019, Pages 53-65]
Turbulent Models
EXPERIMENTAL AND NUMERICAL MODELING OF FLOW FIELD WITHIN A VORTEX SETTLING BASIN
[35.2, 4.2, 2019, Pages 43-51]
U
Uplift resistance
THE EFFECTS OF SOIL REINFORCEMENT WITH GEOGRID AND GRID-ANCHOR SYSTEMS ON UPLIFT CAPACITY OF BURIED PIPELINES
[35.2, 1.1, 2019, Pages 43-53]
V
Variable curvature friction pendulum system (VCFPS)
SEMI-ACTIVE OF BASE-ISOLATED BUILDING WITH VARIABLE CURVATURE SLIDING ISOLATORS
[35.2, 1.2, 2019, Pages 51-64]
W
Warm-mix asphalt
EVALUATION OF FRACTURE TOUGHNESS OF WARM-MIX ASPHALT CONTAINING NATURAL AND SYNTHESIS FIBERS AT LOW TEMPERATURES
[35.2, 2.2, 2019, Pages 29-38]
Water footprint
WATER FOOTPRINT MODEL OF CEMENT PRODUCTION: A CASE STUDY IN WESTERN IRAN
[35.2, 3.1, 2019, Pages 123-133]
Water resource management
CONJUNCTIVE MANAGEMENT OF GROUNDWATER AND SURFACE WATER USING HONEY-BEE MATING ALGORITHM
[35.2, 2.2, 2019, Pages 111-122]
Water storage tanks
SEISMIC ANALYSIS OF BASE-ISOLATED WATER STORAGE TANKS SUBJECTED TO LONG-PERIOD EARTHQUAKES USING CRITICAL EXCITATION METHOD
[35.2, 4.1, 2019, Pages 111-118]
Z
Zeolite
THE STUDY OF CLINOPTILOLITE EFFECT ON THE STRENGTH PARAMETERS OF CLAYEY SAND SOIL CONSIDERING SOIL FAILURE BEHAVIOR
[35.2, 3.2, 2019, Pages 121-128]
