A
-
ABAQUS
EFFECT OF SUPPLEMENTAL DAMPING ON SEISMIC RESPONSE OF ISOLATED STRUCTURES UNDER NEAR & FAR FIELD EARTHQUAKES [Volume 30-2, 4.1, 2014, Pages 67-74]
-
ANFIS
CLIMATE CHANGE PREDICTION USING NEURO-FUZZY(CASE STUDY: TEHRAN AND TABRIZ STATIONS [Volume 30-2, 1.1, 2014, Pages 139-147]
-
ANSYS
INVESTIGATION INTO THE EFFICACY OF THE CONFIGURATION OF LATERAL BRACES IN 2D
STEEL FRAMES ON THE BEHAVIOR OF FRAMES BY SECOND-ORDER INELASTIC ANALYSIS
uthor{
V. E [Volume 30-2, Issue 2, 2014, Pages 47-60]
-
At-rest lateral earth pressure
EXPERIMENTAL INVESTIGATION OF AT-REST LATERAL PRESSURE OF AN ARTIFICIALLY PREPARED SAND-BENTONITE MIXTURE [Volume 30-2, Issue 3, 2014, Pages 27-32]
-
Attenuation relationship
ATTENUATION RELATIONSHIPS FOR PEAK GROUND ACCELERA-TION IN THE IRANIAN PLATEAU USING GENE EXPRESSION PROGRAMMING (GEP) [Volume 30-2, 4.1, 2014, Pages 85-95]
B
-
Barrage
BARRAGE PARAMETRIC ANALYSIS USING GENETIC ALGORITHM [Volume 30-2, 4.1, 2014, Pages 13-24]
-
Beam-column connection
EXPERIMENTAL INVESTIGATION OF THE CYCLIC BEHAVIOUR OF RC CONNECTIONS STRENGTHENED WITH STEEL PROP AND CURB [Volume 30-2, 4.1, 2014, Pages 45-55]
-
Bearing capacity of shaft
INVESTIGATION OF EMPIRICAL METHODS FOR DETERMINING BEARING CAPACITY OF ROCK-SOCKETED PILES [Volume 30-2, Issue 3, 2014, Pages 51-63]
-
Brace
INVESTIGATION INTO THE EFFICACY OF THE CONFIGURATION OF LATERAL BRACES IN 2D
STEEL FRAMES ON THE BEHAVIOR OF FRAMES BY SECOND-ORDER INELASTIC ANALYSIS
uthor{
V. E [Volume 30-2, Issue 2, 2014, Pages 47-60]
-
BRBF
SEISMIC EVALUATION OF BUCKLING RESTRAINED BRACED FRAMES BY UTILIZATION OF THE SCALED NONLINEAR DYNAMIC PROCEDURE . [Volume 30-2, 1.2, 2014, Pages 13-20]
-
Brick walls
MODIFICATION TO THE ORTHOTROPIC RANKINE-HILL MACRO-MODEL AND PROPOSED ALGORITHM TO ACCELERATE THE NONLINEAR ANALYSIS OF BRICK WALLS [Volume 30-2, 4.2, 2014, Pages 21-31]
-
Bridge abutment
3−D SIMULATION OF SCOUR HOLE AT VERTICAL-WALL BRIDGE ABUTMENT [Volume 30-2, Issue 2, 2014, Pages 117-123]
C
-
Cable bracing
itle{PROPOSING A NEW CABLE BRACING TO RETROFIT STEEL FRAMES [Volume 30-2, 4.1, 2014, Pages 121-127]
-
Cast in Place Concrete Piles
EVALUATION OF CAST-IN-PLACE CONCRETE PILES CAPACITY BY COMPRESSIVE PILE LOAD TESTING IN SAND [Volume 30-2, Issue 3, 2014, Pages 75-83]
-
CBR
STABILIZATION OF PROBLEMATIC SILTY SANDS USING MICROSILIS AND LIME TO DECREASE SWELLING POTENTIAL AND INCREASE BEARING CAPACITY [Volume 30-2, Issue 2, 2014, Pages 77-85]
-
CFD
3−D SIMULATION OF SCOUR HOLE AT VERTICAL-WALL BRIDGE ABUTMENT [Volume 30-2, Issue 2, 2014, Pages 117-123]
-
CGCM3
CLIMATE CHANGE PREDICTION USING NEURO-FUZZY(CASE STUDY: TEHRAN AND TABRIZ STATIONS [Volume 30-2, 1.1, 2014, Pages 139-147]
-
Chebyshev polynomials
DECOUPLED EQUATIONS METHOD FOR SOLVING TWO-DIMENSIONAL ELASTODYNAMIC PROBLEMS IN THE FREQUENCY DOMAIN [Volume 30-2, Issue 3, 2014, Pages 65-74]
-
Climate Change
CLIMATE CHANGE PREDICTION USING NEURO-FUZZY(CASE STUDY: TEHRAN AND TABRIZ STATIONS [Volume 30-2, 1.1, 2014, Pages 139-147]
-
Coarse-Grained Soil
DETERMINATION OF THE OPTIMUM THICKNESS OF GRANULAR SOIL SURROUNDING THE GEOGRID AND GRID-ANCHOR IN COHESIVE SOIL [Volume 30-2, 1.1, 2014, Pages 89-98]
-
COD
PHOTOCATALYTIC PROCESS IN DYE WASTEWATER TREATMENT AND DETERMINATION OF ITS OPTIMUM CONDITION [Volume 30-2, 4.1, 2014, Pages 129-136]
-
Compression Bearing Capacity
EVALUATION OF CAST-IN-PLACE CONCRETE PILES CAPACITY BY COMPRESSIVE PILE LOAD TESTING IN SAND [Volume 30-2, Issue 3, 2014, Pages 75-83]
-
Concrete tunnel form system
TO IDENTIFY THE CRITERIA FOR SELECTING BETWEEN TRADITIONAL AND CONCRETE TUNNEL FORM SYSTEMS FOR MASS- HOUSING PROJE. [Volume 30-2, 1.1, 2014, Pages 129-138]
-
Conical shell foundation
ANALYSIS OF REINFORCED CONCRETE CONE SHELL FOUNDATIONS WITH DIFFERENT SLOPES [Volume 30-2, Issue 2, 2014, Pages 61-67]
-
Connection
CONNECTION OF PRECAST REINFORCED CONCRETE FLEXURAL MEMBERS USING ULTRA HIGH PERFORMANCE CONCRETE (UHPC) [Volume 30-2, 1.2, 2014, Pages 63-72]
-
Constitutive modeling
EFFECT OF GEOMETRICAL IMPERFECTION OF THE MICROSTRUCTURE ON THE UNIAXIAL BEHAVIOR OF OPEN-CELL FOAMS. [Volume 30-2, 1.2, 2014, Pages 53-61]
D
-
Deterioration behavior
INVESTIGATION OF DETERIORA-TION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SPECIAL MOMENT RESISTING FRAMES WITH SHEAR WALLS [Volume 30-2, 4.1, 2014, Pages 97-108]
-
Displacement i&n Maximum Strength
THE EFFECT OF BOUNDARY ELEMENT CHARACTERISTICS ON THE BEHAVIOR OF SQUAT CONCRETE SHEAR WALLS [Volume 30-2, 1.1, 2014, Pages 119-127]
-
DO
KINETIC STUDY OF OXYTETRA- CYCLINE REMOVAL IN AQUEOUS SOLUTIONS USING NANOSCALE ZERO VALENT IRON [Volume 30-2, 4.2, 2014, Pages 13-20]
-
Dynamic analysis
EFFECT OF PILE CAP STIFFNESS ON THE BEHAVIOR OF PILE GROUP UNDER EARTHQUAKE LOADING [Volume 30-2, 4.1, 2014, Pages 25-34]
E
-
EDTA
BUFFERING CAPACITY VARIATIONS IN CALCAREOUS SOILS AND THE USE OF EDTA FOR REMEDIATION OF B-CONTAMINATED CALCAREOUS KAOLIN. [Volume 30-2, 1.2, 2014, Pages 3-11]
-
Endurance Time Analysis (ETA)
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
-
Endurance Wave Analysis (EWA)
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
-
Endurance Wave Height (EWH)
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
-
Engineered cementitious composites (ECC)
EXPERIMENTAL AND ANALYTICAL ESTIMATION OF MECHANICAL PROPERTIES OF ENGINEERED CEMENTITIOUS COMPOSITES (ECC) WITH POLYVINYL ALCOHOL FIBERS [Volume 30-2, 1.1, 2014, Pages 45-57]
-
Exact solution
AN EXACT FREE VIBRATION SOLUTION OF ISOTROPIC SIMPLY SUPPORTED THICK RECTANGULAR PLATES USING DISPLACEMENT POTENTIAL FUNCTION. [Volume 30-2, 1.2, 2014, Pages 33-41]
F
-
Failure probability
EFFECTS OF TUNED MASS DAMPERS ON FAILURE PROBABILITY OF STEEL MOMENT-RESISTING FRAMES [Volume 30-2, Issue 2, 2014, Pages 23-29]
-
FBP
STUDY OF APPLICATION OF FBP FRICTION DAMPER IN A CHEVRON BRACE FOR STEEL FRAME REHABILITATION [Volume 30-2, Issue 2, 2014, Pages 125-132]
-
Fereidoonshahr
INVESTIGATIONS INTO THE MECHANICAL PROPERTIES OF CONCRETE CONTAINING CERAMIC FLOOR TILE AND SILICA FUME [Volume 30-2, Issue 3, 2014, Pages 125-133]
-
Fereidoonshahr
ASSESSMENT OF CONVERSION COEFFICIENTS OF DESIGN BASED EARTHQUAKE ACCELERATION TO ACCELERATIONS OF DIFFERENT SEISMIC RISK LEVELS FOR THE CITIES OF SARI AND FER [Volume 30-2, Issue 3, 2014, Pages 135-142]
-
Fiber reinforced concrete (FRC)
EXPERIMENTAL AND ANALYTICAL ESTIMATION OF MECHANICAL PROPERTIES OF ENGINEERED CEMENTITIOUS COMPOSITES (ECC) WITH POLYVINYL ALCOHOL FIBERS [Volume 30-2, 1.1, 2014, Pages 45-57]
-
Filler
EFFECT OF POZZOLAN AND FILLER ON PLASTIC PHASE, STENGHT AND CONFINED CHARACTERISTIC OF NANO HIGH STRENGTH SELF COMPACTING CONCR [Volume 30-2, 1.1, 2014, Pages 99-107]
-
Fine-Grained Soil
DETERMINATION OF THE OPTIMUM THICKNESS OF GRANULAR SOIL SURROUNDING THE GEOGRID AND GRID-ANCHOR IN COHESIVE SOIL [Volume 30-2, 1.1, 2014, Pages 89-98]
-
Finite element modeling
FINITE ELEMENT MODELING CONFINED MASONRY WALLS CONSTRUCTED BASED ON IRANIAN SEISMIC CODE [Volume 30-2, 1.2, 2014, Pages 43-51]
-
FRP bars
AN EXPERIMENTAL STUDY ON BOND STRENGTH BETWEEN CONCRETE AND GFRP BARS FOR LAP-SPLICED CONCRETE BEAMS [Volume 30-2, 1.1, 2014, Pages 13-23]
-
FRP stirrup
EXPERIMENTAL INVESTIGATION ON CYCLIC BEHAVIOR OF RC JOINTS USING NOVEL MANUALLY
MADE FRP SHEAR REINFORCEMENT COMPARED TO CONVENTIONAL STEEL STIRRUPS [Volume 30-2, 1.2, 2014, Pages 125-135]
-
Functionally graded beam
THERMAL BUCKLING ANALYSIS OF FUNCTIONALLY GRADED BEAMS USING DIFFERENTIAL QUA DRATURE METHOD [Volume 30-2, 4.2, 2014, Pages 127-132]
G
-
Genetic algorithms
BARRAGE PARAMETRIC ANALYSIS USING GENETIC ALGORITHM [Volume 30-2, 4.1, 2014, Pages 13-24]
-
Geocell-reinforced sand
EXPERIMENTAL STUDY OF LAYERED GEOCELL REINFORCED BED SUBJECTED TO REPEATED LOAD [Volume 30-2, 4.1, 2014, Pages 75-83]
-
GEP
ATTENUATION RELATIONSHIPS FOR PEAK GROUND ACCELERA-TION IN THE IRANIAN PLATEAU USING GENE EXPRESSION PROGRAMMING (GEP) [Volume 30-2, 4.1, 2014, Pages 85-95]
-
Global Climate Models
CLIMATE CHANGE PREDICTION USING NEURO-FUZZY(CASE STUDY: TEHRAN AND TABRIZ STATIONS [Volume 30-2, 1.1, 2014, Pages 139-147]
-
Grid-Anchor
DETERMINATION OF THE OPTIMUM THICKNESS OF GRANULAR SOIL SURROUNDING THE GEOGRID AND GRID-ANCHOR IN COHESIVE SOIL [Volume 30-2, 1.1, 2014, Pages 89-98]
-
Ground-borne vibrations
STUDY ON THE SHAPE EFFECT OF OPEN AND IN-FILLED TRENCHES IN REDUCING VIBRATIONS DUE TO PASSING TRAINS [Volume 30-2, 1.1, 2014, Pages 81-87]
-
Groundwater modeling
FLUID FLOW MODELING IN DISCONTINUOUS ROCK MEDIA USING A DISTINCT FRACTURE NETWORK [Volume 30-2, Issue 3, 2014, Pages 107-116]
H
-
HDR
APPLICATION OF NUMERICAL MODELING IN SIMULATION OF HDR RESERVOIR BEHAVIOR DURING HYDRAULIC STIMULATION [Volume 30-2, 4.2, 2014, Pages 91-100]
-
Heat treatment
CHARACTERISTICS CHANGE OF KAOLINITE AND BENTONITE DUE TO HEAT TREATMENT FROM MICRO-STRUCTURAL ASPECTS [Volume 30-2, 4.2, 2014, Pages 65-72]
-
Heterogeneity
INVESTIGATION OF PILE DIAMETER EFFECT ON MODULUS AND COEFFICIENT OF HORIZONTAL SUB-GRADE REACTION, CONSIDERING AXIAL LOAD AND SOIL HETEROGENEITY [Volume 30-2, Issue 2, 2014, Pages 3-10]
-
Hot dry rock
APPLICATION OF NUMERICAL MODELING IN SIMULATION OF HDR RESERVOIR BEHAVIOR DURING HYDRAULIC STIMULATION [Volume 30-2, 4.2, 2014, Pages 91-100]
-
Hydraulic fracturing
NUMERICAL MODELING OF HYDRAULIC FRACTURING IN OIL RESERVOIRS WITH EXTENDED FINITE ELEMENT METHOD [Volume 30-2, 4.1, 2014, Pages 3-11]
I
-
Immediate settlement
A NEW METHOD TO ESTIMATE IMMEDIATE SETTLEMENT OF A SHALLOW FOUNDATION USING
SOIL MAXIMUM STIFFNESS [Volume 30-2, Issue 2, 2014, Pages 11-21]
-
Impact
EVALUATION AND CALIBRATION OF CONCRETE AND STEEL MATERIAL MODELS FOR STEEL PROJECTILE IMPACT ON CONCRETE TARGET [Volume 30-2, 4.2, 2014, Pages 101-115]
-
Intensifying Wave Train Function (IWTF)
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
-
Iran
ATTENUATION RELATIONSHIPS FOR PEAK GROUND ACCELERA-TION IN THE IRANIAN PLATEAU USING GENE EXPRESSION PROGRAMMING (GEP) [Volume 30-2, 4.1, 2014, Pages 85-95]
-
Iranian ground motion database
FUZZY CLUSTERING OF ATTENUATION RELATIONSHIPS FOR SEISMIC HAZARD ANALYSIS IN IRAN [Volume 30-2, 4.2, 2014, Pages 79-90]
-
Iranian standard no.2800
FINITE ELEMENT MODELING CONFINED MASONRY WALLS CONSTRUCTED BASED ON IRANIAN SEISMIC CODE [Volume 30-2, 1.2, 2014, Pages 43-51]
-
Irregular Random Waves
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
K
-
Kaolinite
BUFFERING CAPACITY VARIATIONS IN CALCAREOUS SOILS AND THE USE OF EDTA FOR REMEDIATION OF B-CONTAMINATED CALCAREOUS KAOLIN. [Volume 30-2, 1.2, 2014, Pages 3-11]
-
Kaolinite
CHARACTERISTICS CHANGE OF KAOLINITE AND BENTONITE DUE TO HEAT TREATMENT FROM MICRO-STRUCTURAL ASPECTS [Volume 30-2, 4.2, 2014, Pages 65-72]
-
Khosla's theory
BARRAGE PARAMETRIC ANALYSIS USING GENETIC ALGORITHM [Volume 30-2, 4.1, 2014, Pages 13-24]
-
Kinetic
KINETIC STUDY OF OXYTETRA- CYCLINE REMOVAL IN AQUEOUS SOLUTIONS USING NANOSCALE ZERO VALENT IRON [Volume 30-2, 4.2, 2014, Pages 13-20]
L
-
Lagrangian-Lagrangian approach
EFFECT OF ROTATIONAL COMPONENTS OF EARTHQUAKES ON DYNAMIC RESPONSE OF CONCRETE GRAVITY DAMS CONSIDERING RESERVOIR INTERACTION. [Volume 30-2, 1.2, 2014, Pages 81-93]
-
Light intensity
COMPARING THE CAPABILITY OF $bf{NAIO_4}$ AND $bf{NABRO_3}$ OXIDANTS ON IMPROVING $bf{UV/TIO_2}$ PHOTOCA-TALYTIC PROCESS IN REMOVAL OF DIRECT BLUE 71 DYE [Volume 30-2, 4.1, 2014, Pages 57-65]
M
-
Masonry infill wall
SEISMIC BEHAVIOR OF MASONRY INFILL WALLS IN RC FRAMES UNDER SIMULTANEOUS IN-PLANE AND OUT-F-PLANE LOADS [Volume 30-2, 4.1, 2014, Pages 109-119]
-
Matlab
BARRAGE PARAMETRIC ANALYSIS USING GENETIC ALGORITHM [Volume 30-2, 4.1, 2014, Pages 13-24]
-
Maximum strength
THE EFFECT OF BOUNDARY ELEMENT CHARACTERISTICS ON THE BEHAVIOR OF SQUAT CONCRETE SHEAR WALLS [Volume 30-2, 1.1, 2014, Pages 119-127]
-
Mesh-free method
UPPER BOUND LIMIT ANALYSIS IN COHESIVE SOILS USING A MESH-FREE TECHNIQUE [Volume 30-2, 4.1, 2014, Pages 137-147]
-
Metallic-yielding damper
OPTIMUM SEISMIC REHABILI-TATION OF STEEL MOMENT FRAMES USING THE UNIFORM DEFORMATION METHOD [Volume 30-2, Issue 3, 2014, Pages 43-50]
-
Mohr's circles
EFFECT OF POZZOLAN AND FILLER ON PLASTIC PHASE, STENGHT AND CONFINED CHARACTERISTIC OF NANO HIGH STRENGTH SELF COMPACTING CONCR [Volume 30-2, 1.1, 2014, Pages 99-107]
-
MSE wall
EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF SEGMENTAL REINFORCED SOIL WALLS WITH STEEL STRIP [Volume 30-2, 1.1, 2014, Pages 23-33]
-
Multiple cracking
EXPERIMENTAL AND ANALYTICAL ESTIMATION OF MECHANICAL PROPERTIES OF ENGINEERED CEMENTITIOUS COMPOSITES (ECC) WITH POLYVINYL ALCOHOL FIBERS [Volume 30-2, 1.1, 2014, Pages 45-57]
N
-
Nano particles
EFFECT OF POZZOLAN AND FILLER ON PLASTIC PHASE, STENGHT AND CONFINED CHARACTERISTIC OF NANO HIGH STRENGTH SELF COMPACTING CONCR [Volume 30-2, 1.1, 2014, Pages 99-107]
-
Near-fault
PREVALENT PULSE MODELING FOR NEAR-FAULT RECORDS DURING 1978 TABAS AND 2003 BAM EARTHQUAKES [Volume 30-2, 1.2, 2014, Pages 107-116]
-
Near-field
OPTIMUM SEISMIC DESIGN OF TRIPLE FRICTION PENDULUM BEARING UNDER NEAR-FIELD GROUND MOTIONS [Volume 30-2, Issue 2, 2014, Pages 31-45]
-
Non-structural components
A PARAMETRIC STUDY ON INPUT ACCELERATION FOR THE DESIGN OF NON-STRUCTURAL COMPONENTS. [Volume 30-2, 1.2, 2014, Pages 73-80]
O
-
Offshore structures
APPLICATION OF ENDURANCE TIME METHOD IN DESIGN AND ASSESSMENT OF OFFSHORE STRUCTURES SUBJECTED TO IRREGULAR WAVES [Volume 30-2, 1.1, 2014, Pages 109-118]
-
Optimization
OPTIMUM SEISMIC REHABILI-TATION OF STEEL MOMENT FRAMES USING THE UNIFORM DEFORMATION METHOD [Volume 30-2, Issue 3, 2014, Pages 43-50]
-
ORP
KINETIC STUDY OF OXYTETRA- CYCLINE REMOVAL IN AQUEOUS SOLUTIONS USING NANOSCALE ZERO VALENT IRON [Volume 30-2, 4.2, 2014, Pages 13-20]
-
Ozone
PHOTOCATALYTIC PROCESS IN DYE WASTEWATER TREATMENT AND DETERMINATION OF ITS OPTIMUM CONDITION [Volume 30-2, 4.1, 2014, Pages 129-136]
P
-
Pb
BUFFERING CAPACITY VARIATIONS IN CALCAREOUS SOILS AND THE USE OF EDTA FOR REMEDIATION OF B-CONTAMINATED CALCAREOUS KAOLIN. [Volume 30-2, 1.2, 2014, Pages 3-11]
-
Performance based design
DETERMINATION OF MSE WALL PSEUDO STATIC COEFFICIENT BASED ON SEISMIC PERFORMANCE [Volume 30-2, 1.1, 2014, Pages 33-43]
-
PGA
ATTENUATION RELATIONSHIPS FOR PEAK GROUND ACCELERA-TION IN THE IRANIAN PLATEAU USING GENE EXPRESSION PROGRAMMING (GEP) [Volume 30-2, 4.1, 2014, Pages 85-95]
-
Pile cap stiffness
EFFECT OF PILE CAP STIFFNESS ON THE BEHAVIOR OF PILE GROUP UNDER EARTHQUAKE LOADING [Volume 30-2, 4.1, 2014, Pages 25-34]
-
Pile Load Test
EVALUATION OF CAST-IN-PLACE CONCRETE PILES CAPACITY BY COMPRESSIVE PILE LOAD TESTING IN SAND [Volume 30-2, Issue 3, 2014, Pages 75-83]
-
Plaxis3D Tunnel
DETERMINATION OF THE OPTIMUM THICKNESS OF GRANULAR SOIL SURROUNDING THE GEOGRID AND GRID-ANCHOR IN COHESIVE SOIL [Volume 30-2, 1.1, 2014, Pages 89-98]
-
Pozzolan
EFFECT OF POZZOLAN AND FILLER ON PLASTIC PHASE, STENGHT AND CONFINED CHARACTERISTIC OF NANO HIGH STRENGTH SELF COMPACTING CONCR [Volume 30-2, 1.1, 2014, Pages 99-107]
-
Project delivery system
SELECTING THE OPTIMUM PROJECT DELIVERY SYSTEM USING ANALYTIC HIERARCHY PROCESS [Volume 30-2, Issue 3, 2014, Pages 117-123]
-
Pseudo Static coefficient
DETERMINATION OF MSE WALL PSEUDO STATIC COEFFICIENT BASED ON SEISMIC PERFORMANCE [Volume 30-2, 1.1, 2014, Pages 33-43]
-
Pull-Out Test
DETERMINATION OF THE OPTIMUM THICKNESS OF GRANULAR SOIL SURROUNDING THE GEOGRID AND GRID-ANCHOR IN COHESIVE SOIL [Volume 30-2, 1.1, 2014, Pages 89-98]
R
-
RC frame
EXPERIMENTAL INVESTIGATION OF THE CYCLIC BEHAVIOUR OF RC CONNECTIONS STRENGTHENED WITH STEEL PROP AND CURB [Volume 30-2, 4.1, 2014, Pages 45-55]
-
RC Joint
EXPERIMENTAL INVESTIGATION ON CYCLIC BEHAVIOR OF RC JOINTS USING NOVEL MANUALLY
MADE FRP SHEAR REINFORCEMENT COMPARED TO CONVENTIONAL STEEL STIRRUPS [Volume 30-2, 1.2, 2014, Pages 125-135]
-
Reinforced concrete
ANALYSIS OF REINFORCED CONCRETE CONE SHELL FOUNDATIONS WITH DIFFERENT SLOPES [Volume 30-2, Issue 2, 2014, Pages 61-67]
-
Reinforced concrete beam
AN EXPERIMENTAL STUDY ON BOND STRENGTH BETWEEN CONCRETE AND GFRP BARS FOR LAP-SPLICED CONCRETE BEAMS [Volume 30-2, 1.1, 2014, Pages 13-23]
-
Reinforced soil wall
DETERMINATION OF MSE WALL PSEUDO STATIC COEFFICIENT BASED ON SEISMIC PERFORMANCE [Volume 30-2, 1.1, 2014, Pages 33-43]
-
Retrofitting
itle{PROPOSING A NEW CABLE BRACING TO RETROFIT STEEL FRAMES [Volume 30-2, 4.1, 2014, Pages 121-127]
-
Retrofitting
EXPERIMENTAL AND THEORET-ICAL INVESTIGATION OF STEEL MOMENT FRAMES RETROFITTING
USING CABLE BRACING [Volume 30-2, 4.2, 2014, Pages 117-125]
-
RHT model
EVALUATION AND CALIBRATION OF CONCRETE AND STEEL MATERIAL MODELS FOR STEEL PROJECTILE IMPACT ON CONCRETE TARGET [Volume 30-2, 4.2, 2014, Pages 101-115]
-
Risk management
SIMULATION OF SIMULTANEOUS CONSEQUENCES OF RISKS ON THE PROJECT COST AND TIME CONSIDERING UNCERTAINTIES [Volume 30-2, 1.1, 2014, Pages 3-11]
-
Rotational components of earthquake
EFFECT OF ROTATIONAL COMPONENTS OF EARTHQUAKES ON DYNAMIC RESPONSE OF CONCRETE GRAVITY DAMS CONSIDERING RESERVOIR INTERACTION. [Volume 30-2, 1.2, 2014, Pages 81-93]
S
-
Sari
INVESTIGATIONS INTO THE MECHANICAL PROPERTIES OF CONCRETE CONTAINING CERAMIC FLOOR TILE AND SILICA FUME [Volume 30-2, Issue 3, 2014, Pages 125-133]
-
Sari
ASSESSMENT OF CONVERSION COEFFICIENTS OF DESIGN BASED EARTHQUAKE ACCELERATION TO ACCELERATIONS OF DIFFERENT SEISMIC RISK LEVELS FOR THE CITIES OF SARI AND FER [Volume 30-2, Issue 3, 2014, Pages 135-142]
-
Scour
3−D SIMULATION OF SCOUR HOLE AT VERTICAL-WALL BRIDGE ABUTMENT [Volume 30-2, Issue 2, 2014, Pages 117-123]
-
Seismic hazard analysis
FUZZY CLUSTERING OF ATTENUATION RELATIONSHIPS FOR SEISMIC HAZARD ANALYSIS IN IRAN [Volume 30-2, 4.2, 2014, Pages 79-90]
-
Seismic risk analysis
INVESTIGATIONS INTO THE MECHANICAL PROPERTIES OF CONCRETE CONTAINING CERAMIC FLOOR TILE AND SILICA FUME [Volume 30-2, Issue 3, 2014, Pages 125-133]
-
Seismic risk analysis
ASSESSMENT OF CONVERSION COEFFICIENTS OF DESIGN BASED EARTHQUAKE ACCELERATION TO ACCELERATIONS OF DIFFERENT SEISMIC RISK LEVELS FOR THE CITIES OF SARI AND FER [Volume 30-2, Issue 3, 2014, Pages 135-142]
-
Seismic stability
EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF SEGMENTAL REINFORCED SOIL WALLS WITH STEEL STRIP [Volume 30-2, 1.1, 2014, Pages 23-33]
-
Self compacting concrete
EFFECT OF POZZOLAN AND FILLER ON PLASTIC PHASE, STENGHT AND CONFINED CHARACTERISTIC OF NANO HIGH STRENGTH SELF COMPACTING CONCR [Volume 30-2, 1.1, 2014, Pages 99-107]
-
SEM
CHARACTERISTICS CHANGE OF KAOLINITE AND BENTONITE DUE TO HEAT TREATMENT FROM MICRO-STRUCTURAL ASPECTS [Volume 30-2, 4.2, 2014, Pages 65-72]
-
Shallow foundation
A NEW METHOD TO ESTIMATE IMMEDIATE SETTLEMENT OF A SHALLOW FOUNDATION USING
SOIL MAXIMUM STIFFNESS [Volume 30-2, Issue 2, 2014, Pages 11-21]
-
Shear modulus
EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF SEGMENTAL REINFORCED SOIL WALLS WITH STEEL STRIP [Volume 30-2, 1.1, 2014, Pages 23-33]
-
Shear wall
INVESTIGATION OF DETERIORA-TION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SPECIAL MOMENT RESISTING FRAMES WITH SHEAR WALLS [Volume 30-2, 4.1, 2014, Pages 97-108]
-
Short piles
EVALUATION OF SHORT PILES BEARING CAPACITY SUBJECTED TO LATERAL LOADING IN SANDY SOIL [Volume 30-2, Issue 3, 2014, Pages 85-95]
-
Silty sand
STABILIZATION OF PROBLEMATIC SILTY SANDS USING MICROSILIS AND LIME TO DECREASE SWELLING POTENTIAL AND INCREASE BEARING CAPACITY [Volume 30-2, Issue 2, 2014, Pages 77-85]
-
Simple steel frame
EVALUATION OF PARTIAL RIGIDITY OF SIMPLE STEEL FRAMES WITH ANGLE CONNECTIONS UNDER GRAVITY LOADS [Volume 30-2, 1.2, 2014, Pages 137-146]
-
Single pile
INVESTIGATION OF PILE DIAMETER EFFECT ON MODULUS AND COEFFICIENT OF HORIZONTAL SUB-GRADE REACTION, CONSIDERING AXIAL LOAD AND SOIL HETEROGENEITY [Volume 30-2, Issue 2, 2014, Pages 3-10]
-
Soil-foundation-structure interaction
EFFECTS OF SOIL FOUNDATION STRUCTURE INTERACTION ON THE COMPONENT DEMAND MODIFIER FACTOR BASED ON INSTRUCTIONS FOR SEISMIC REHABILITATION OF EXISTING [Volume 30-2, 1.2, 2014, Pages 21-31]
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Squat Shear Wall
THE EFFECT OF BOUNDARY ELEMENT CHARACTERISTICS ON THE BEHAVIOR OF SQUAT CONCRETE SHEAR WALLS [Volume 30-2, 1.1, 2014, Pages 119-127]
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Statistical Downscaling
CLIMATE CHANGE PREDICTION USING NEURO-FUZZY(CASE STUDY: TEHRAN AND TABRIZ STATIONS [Volume 30-2, 1.1, 2014, Pages 139-147]
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Steel coupling beam, shear wall, diagonal stiffener
PARAMETRIC INVESTIGATION OF THE BEHAVIOR OF A PROPOSED STEEL COUPLING BEAM IN COUPLED SHEAR WALL STRUCTURES UNDER CYCLIC LOADING [Volume 30-2, Issue 2, 2014, Pages 133-141]
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Steel strip
EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF SEGMENTAL REINFORCED SOIL WALLS WITH STEEL STRIP [Volume 30-2, 1.1, 2014, Pages 23-33]
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Strain hardening behavior
EXPERIMENTAL AND ANALYTICAL ESTIMATION OF MECHANICAL PROPERTIES OF ENGINEERED CEMENTITIOUS COMPOSITES (ECC) WITH POLYVINYL ALCOHOL FIBERS [Volume 30-2, 1.1, 2014, Pages 45-57]
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Strengthening
EXPERIMENTAL INVESTIGATION OF THE CYCLIC BEHAVIOUR OF RC CONNECTIONS STRENGTHENED WITH STEEL PROP AND CURB [Volume 30-2, 4.1, 2014, Pages 45-55]
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Sub-structuring technique
EXPLICIT AND IMPLICIT INTEGRATION METHODS FOR HYBRID SIMULATION USING ITERATION ON SUBSTRUCTURES [Volume 30-2, 4.2, 2014, Pages 43-51]
T
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Taguchi
PHOTOCATALYTIC PROCESS IN DYE WASTEWATER TREATMENT AND DETERMINATION OF ITS OPTIMUM CONDITION [Volume 30-2, 4.1, 2014, Pages 129-136]
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Train-bridge interaction
BRIDGE SKEWNESS EFFECT ON THE DYNAMIC RESPONSE OF BRIDGES, CONSIDERING DYNAMIC BRIDGE− TRAIN INTERACTION [Volume 30-2, 4.2, 2014, Pages 33-41]
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Train induced vibration
STUDY ON THE SHAPE EFFECT OF OPEN AND IN-FILLED TRENCHES IN REDUCING VIBRATIONS DUE TO PASSING TRAINS [Volume 30-2, 1.1, 2014, Pages 81-87]
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Transverse reinforcement
AN EXPERIMENTAL STUDY ON BOND STRENGTH BETWEEN CONCRETE AND GFRP BARS FOR LAP-SPLICED CONCRETE BEAMS [Volume 30-2, 1.1, 2014, Pages 13-23]
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Triple friction pendulum
OPTIMUM SEISMIC DESIGN OF TRIPLE FRICTION PENDULUM BEARING UNDER NEAR-FIELD GROUND MOTIONS [Volume 30-2, Issue 2, 2014, Pages 31-45]
U
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UDEC
APPLICATION OF NUMERICAL MODELING IN SIMULATION OF HDR RESERVOIR BEHAVIOR DURING HYDRAULIC STIMULATION [Volume 30-2, 4.2, 2014, Pages 91-100]
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UHPC
CONNECTION OF PRECAST REINFORCED CONCRETE FLEXURAL MEMBERS USING ULTRA HIGH PERFORMANCE CONCRETE (UHPC) [Volume 30-2, 1.2, 2014, Pages 63-72]
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Underground structure
NUMERICAL STUDY OF EFFECTIVE MECHANISMS ON SEISMIC RESPONSE OF UNDERGROUND STRUCTURES BURIED IN LIQUEFIABLE SANDY SOIL [Volume 30-2, Issue 3, 2014, Pages 15-25]
W
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Winkler
EFFECTS OF SOIL FOUNDATION STRUCTURE INTERACTION ON THE COMPONENT DEMAND MODIFIER FACTOR BASED ON INSTRUCTIONS FOR SEISMIC REHABILITATION OF EXISTING [Volume 30-2, 1.2, 2014, Pages 21-31]
X
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XRD
CHARACTERISTICS CHANGE OF KAOLINITE AND BENTONITE DUE TO HEAT TREATMENT FROM MICRO-STRUCTURAL ASPECTS [Volume 30-2, 4.2, 2014, Pages 65-72]
Z
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Zeolite
PERFORMANCE OF NATURAL ZEOLITES FOR REDUCING THE AMOUNT OF GROUNDWATER SALINITY [Volume 30-2, Issue 3, 2014, Pages 97-105]
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