A
-
ABAQUS
CALIBRATION OF 2D NUMERICAL MODELS FOR THE CASE OF SOIL-STRUCTURE SYSTEMS WITH SURFACE FOUNDATIONS [33.2, 1.1, 2017, Pages 31-45]
-
Advection-dispersion-reaction equation (adre)
[33.2, 2.1, 2017, Pages 77-91]
-
Anisotropic Consolidation
INVESTIGATION OF THE EFFECT OF ANISOTROPY ON THE PORE WATER PRESSURE GENERATION OF LOOSE ANISOTROPIC CONSOLIDATED BABOLSAR SAND [33.2, 4.1, 2017, Pages 13-21]
-
APRAM
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
-
APRAM
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
-
Artificial Accelerogram
OPTIMAL VIBRATION CONTROL OF STRUCTURES USING WAVELET TRANSFORM AND COLONIAL COMPETITIVE ALGORITHM [33.2, 4.1, 2017, Pages 135-143]
B
-
Base clay soil
INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY [33.2, 2.2, 2017, Pages 99-109]
-
Beam-column connection
REPARABILITY ASSESSMENT OF STRUCTURES STRENGTHENED BY CFRP COMPOSITES [33.2, 4.2, 2017, Pages 71-79]
-
Bearing capacity
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
-
Bed Topography
[33.2, 4.1, 2017, Pages 61-70]
-
Bentonite clay
ASSESSMENT OF GEOTECHNICAL CHARACTERISTIC OF BENTONITE CLAY CONTAMINATED BY GASOLINE [33.2, 3.1, 2017, Pages 77-82]
-
BIM
BARRIERS OF IMPLEMENTATION OF``INTEGRATED PROJECT DELIVERY'' IN IRAN [33.2, 1.2, 2017, Pages 129-135]
-
BIM
INTEGRATED PROJECT DELIVERY USING BUILDING INFORMATION MODELING [33.2, 1.1, 2017, Pages 129-135]
-
Biological cementation
EFFECT OF BIOLOGICAL CEMENTATION ON SANDY SOIL BEHAVIOR [33.2, 1.2, 2017, Pages 71-77]
-
Biological cementation
THE EVALUATION OF STRUCTURAL DISTURBANCE AND TEMPERATURE EFFECTS ON THE RESISTANCE OF BIOLOGICAL CEMENTED SOIL [33.2, 1.2, 2017, Pages 91-97]
-
Boundary element method
INFLUENCE OF DOUBLE TUNNELS ON SEISMIC AMPLIFICATION PATTERN OF GROUND SURFACE USING BEM [33.2, 3.2, 2017, Pages 29-41]
-
Braced excavation
THE EFFECT OF CONSTITUTIVE MODEL ON WALL DEFLECTION ANALYSIS IN DEEP EXCAVATION [33.2, 2.1, 2017, Pages 69-76]
-
Bridge structure
INVESTIGATING VIBRATION IN BRIDGE STRUCTURES CAUSED BY VERTICAL EARTHQUAKE EXCITATION AND MOVING MASS EMPLOYING PASSIVE PIPE DAMPERS [33.2, 1.2, 2017, Pages 35-43]
-
Buckling restrained brace
EFFECT OF YIELDING SEGMENT ON SEISMIC PERFORMANCE OF BUCKLING RESTRAINED BRACES [33.2, 2.2, 2017, Pages 69-77]
-
Bulk Materials
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
C
-
Capacitor vlotage transformer (CVT)
INVESTIGATION INTO THE EFFECT OF FRICTION PENDULUM SYSTEMS ON SEISMIC DAMAGE REDUCTION OF SUBSTATION EQUIPMENT [33.2, 1.1, 2017, Pages 55-62]
-
CBR
EFFECTS OF SOIL DENSITY AND GEOTEXTILE REINFORCEMENT ON CALIFORNIA BEARING RATIO OF SANDY SOIL [33.2, 3.1, 2017, Pages 95-103]
-
CBR strength
EFFECT OF FREEZE-THAW AND WET-DRY CYCLES ON CLAY SOIL WITH SULFATE STABILIZED BY ION EXCHANGE ${f CBR^{+4}}$ SOLUTION [33.2, 1.2, 2017, Pages 15-24]
-
CBR test
INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPERTIES OF KAOLINITE CLAY [33.2, 2.2, 2017, Pages 99-109]
-
Cement
INVESTIGATION OF ZEOLITE EFFECT ON TENSILE STRENGTH OF BABOLSAR SAND STABILIZED WITH CEMENT [33.2, 1.1, 2017, Pages 117-120]
-
Circular foundation
EXPERIMENTAL, NUMERICAL, AND ANALYTICAL INVESTIGATIONS OF BEARING CAPACITY OF CIRCULAR AND RING FOOTINGS ON REINFORCED SAND [33.2, 1.1, 2017, Pages 63-72]
-
Cohessive Crack Theory
MODELING OF COHESIVE CRACK VIA DISCRETE LEAST SQUARES MESHLESS METHOD [33.2, 2.1, 2017, Pages 23-30]
-
Colonial Competitive Algorithm
OPTIMAL VIBRATION CONTROL OF STRUCTURES USING WAVELET TRANSFORM AND COLONIAL COMPETITIVE ALGORITHM [33.2, 4.1, 2017, Pages 135-143]
-
Composite diagrid structures
INTERACTION BETWEEN PERIPHERAL DIAGRID AND INNER CORE IN DIAGRID STRUCTURAL SYSTEMS [33.2, 3.1, 2017, Pages 105-112]
-
Concrete gravity dam
EFFECT OF WATER PRESSURE INSIDE THE CRACKS ON THE BEHAVIOR OF CONCRETE GRAVITY DAMS UNDER FLOOD LOADING [33.2, 4.1, 2017, Pages 23-37]
-
Concrete gravity dam
CONCRETE GRAVITY DAMS RESPONSE CONSIDERING ROTATING AND FIXED MULTIDIRECTIONAL SMEARED CRACK [33.2, 4.2, 2017, Pages 25-35]
-
Concrete gravity dam
EFFECT OF WATER PRESSURE INSIDE THE CRACKS ON THE BEHAVIOR OF CONCRETE GRAVITY DAMS UNDER FLOOD LOADING [33.2, 4.1, 2017, Pages 23-37]
-
Congestion pricing
[33.2, 4.2, 2017, Pages 13-23]
-
Construction Waste
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
-
Continuous bridges
COMPARING EFFECTS OF SKEW ANGLE ON CONTINUOUS COMPOSITE GIRDER BRIDGES ACCORDING TO IRAN AND AASHTO CODES [33.2, 1.2, 2017, Pages 3-13]
-
Cost of risk
NOVEL MODEL FOR ESTIMATING THE COST OF RISK IN ASSIGNATION CONCESSION CONTRACTS USING MONTE CARLO SIMULATION METHOD [33.2, 2.1, 2017, Pages 135-141]
-
Cyclic Loading
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
D
-
Damage detection
DETECTION OF THE PLASTIC HINGE IN SIMPLE BEAM DURING AN EARTHQUAKE BY OBTAINING CURVATURE DIAGRAM [33.2, 1.2, 2017, Pages 99-104]
-
Damage detection
STRUCTURAL DAMAGE IDENTIFICATION BASED ON EXPANDED MODE SHAPES USING EXTREME LEARNING MACHINE [33.2, 4.2, 2017, Pages 91-98]
-
DAT
REDUCING THE TIME AND COST UNCERTAINTY OF TUNNELING PROJECTS USING DAT METHOD CASE STUDY: HAMRO ROAD TUNNEL IN IRAN [33.2, 3.1, 2017, Pages 83-93]
-
Decision-Making
INTEGRATED FRAMEWORK FOR PROJECT PERFORMANCE EVALUATION FROM THE VIEWPOINT OF CONSTRUCTION INDUSTRY CONTRACTORS [33.2, 4.1, 2017, Pages 83-95]
-
Decoupled equations method
ESTIMATION OF COEFFICIENTS OF WILLIAMS' SERIES IN LEFM PROBLEMS USING DECOUPLED EQUATIONS METHOD [33.2, 2.2, 2017, Pages 87-97]
-
Dense concrete
EFFECT OF CHLORIDE IONS ON SULFATE IONS ATTACK IN DENSE CONCRETES CONTAINING NANO-CLAY PARTICLES [33.2, 2.1, 2017, Pages 13-21]
-
Dez Reservoir
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
-
Discrete Least Square Meshless Method
MODELING OF COHESIVE CRACK VIA DISCRETE LEAST SQUARES MESHLESS METHOD [33.2, 2.1, 2017, Pages 23-30]
-
Disinfection by-product
OPTIMAL CHLORINATION OF WATER DISTRIBUTION SYSTEMS WITH RESPECT RESIDUAL CHLORINE AND FORMATION OF THM [33.2, 3.1, 2017, Pages 21-29]
-
Disturbance
THE EVALUATION OF STRUCTURAL DISTURBANCE AND TEMPERATURE EFFECTS ON THE RESISTANCE OF BIOLOGICAL CEMENTED SOIL [33.2, 1.2, 2017, Pages 91-97]
E
-
Earth slope stability
A NEW APPROACH FOR STABILITY ANALYSIS OF SOIL SLOPES USING A LIMIT EQUILIBRIUM METHOD [33.2, 4.1, 2017, Pages 145-153]
-
Earth slope stability
A NEW APPROACH FOR STABILITY ANALYSIS OF SOIL SLOPES USING A LIMIT EQUILIBRIUM METHOD [33.2, 4.1, 2017, Pages 145-153]
-
Elastic settlement
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
-
Electrokinetic
REMOVAL OF ZINC AND NICKEL FROM WASTEWATER TREATMENT SLUDGE BY COMBINED MAGNETIC SEPARATION AND LEACHING WITH ENHANCED ELECTROKINETIC PROCESS [33.2, 3.1, 2017, Pages 69-76]
-
Evaluation
[33.2, 4.2, 2017, Pages 121-129]
-
Excess Pore Water Pressure
INVESTIGATION OF THE EFFECT OF ANISOTROPY ON THE PORE WATER PRESSURE GENERATION OF LOOSE ANISOTROPIC CONSOLIDATED BABOLSAR SAND [33.2, 4.1, 2017, Pages 13-21]
-
Expansive soil
THE INVESTIGATION OF THE EFFECTS OF LIME PROPERTIES AND THE MANNER OF COMBINATION ON STABILIZATION OF EXPANSIVE SOILS [33.2, 4.2, 2017, Pages 141-146]
F
-
Fibrous concrete
INVESTIGATION ON THE BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS [33.2, 3.2, 2017, Pages 85-94]
-
Firoozkouh sand
THE EFFECT OF ADMIXING OF NANO-CLAY TO NAZLOO CLAY AND FIROOZKOUH SAND FOR CLAYEY LINER APPLICATIONS [33.2, 4.1, 2017, Pages 125-133]
-
FLAC3D
3D STABILITY ANALYSIS Of HETEROGENEOUS FACE EXCAVATION BY TBM- EPB MACHINE -CASE STUDY LINE 2 METRO OF MASHAD [33.2, 1.1, 2017, Pages 121-128]
-
Flow pattern
EXPERIMENTAL INVESTIGATION OF THE FLOW PATTERN AROUND T-HEAD SERIES OF SPUR DIKES IN STRAIGHT CHANNEL [33.2, 3.1, 2017, Pages 13-20]
-
FRP
ANALYTICAL STUDY OF ACCEPTANCE CRITERIA FOR RETROFITTED BEAMS WITH FRP USING NUMERICAL MODELING [33.2, 3.2, 2017, Pages 127-136]
-
FRP confinement
MODIFIED STRESS-STRAIN MODELS OF CONCRETE CONFINED WITH FRP UNDER CONCENTRIC AND ECCENTRIC LOADINGS [33.2, 4.2, 2017, Pages 61-69]
-
FRP sheets
REPARABILITY ASSESSMENT OF STRUCTURES STRENGTHENED BY CFRP COMPOSITES [33.2, 4.2, 2017, Pages 71-79]
G
-
Geocell
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
-
Geocell
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
-
GMPE
STABILITY ASSESSMENT OF GMPES FOR IRANIAN GROUND MOTION DATABASE [33.2, 3.1, 2017, Pages 57-66]
-
Gradient method
A COMPARISON OF THE PSO AND GRADIENT ALGORITHMS IN ADJUSTING THE O/D MATRIX OF METROPOLITAN TEHRAN [33.2, 1.1, 2017, Pages 3-9]
-
Gravitational Search Algorithm
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
H
-
High performance concrete
HIGH-PERFORMANCE CONCRETEUSING ARTIFICIAL NEURALNETWORKS AND MULTIPLELINEAR REGRESSION [33.2, 3.2, 2017, Pages 105-115]
-
Hollow Cylinder Apparatus
INVESTIGATION OF THE EFFECT OF ANISOTROPY ON THE PORE WATER PRESSURE GENERATION OF LOOSE ANISOTROPIC CONSOLIDATED BABOLSAR SAND [33.2, 4.1, 2017, Pages 13-21]
-
Horizontal and vertical components of earthquake
THE EFFECT OF VERTICAL COMPONENT OF EARTHQUAKE ON THE LONG SPAN FRAMES IN STEEL BUILDINGS [33.2, 1.2, 2017, Pages 105-111]
-
Hot Mix Asphalt
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
-
Hydraulic fracture
EFFECT OF WATER PRESSURE INSIDE THE CRACKS ON THE BEHAVIOR OF CONCRETE GRAVITY DAMS UNDER FLOOD LOADING [33.2, 4.1, 2017, Pages 23-37]
-
Hydraulic geometry
ROLE OF EXTREMAL HYPOTHESES IN RIVERS HYDRAULIC GEOMETRY RELATIONSHIPS DERIVATION [33.2, 2.1, 2017, Pages 49-60]
I
-
Inclined Twin Bridge Piers
[33.2, 4.1, 2017, Pages 61-70]
-
Indicators
ASSESSMENT AND DEVELOPMENT OF EMERGENCY TRANSPORTATION INDICATORS (CASE STUDY: INFRASTRUCTURES OF TEHRAN MUNICIPALITY, DISTRICT NO.1 [33.2, 3.2, 2017, Pages 117-125]
-
Information index
INTEGRATED FRAMEWORK FOR PROJECT PERFORMANCE EVALUATION FROM THE VIEWPOINT OF CONSTRUCTION INDUSTRY CONTRACTORS [33.2, 4.1, 2017, Pages 83-95]
-
Information Index
INTEGRATED FRAMEWORK FOR PROJECT PERFORMANCE EVALUATION FROM THE VIEWPOINT OF CONSTRUCTION INDUSTRY CONTRACTORS [33.2, 4.1, 2017, Pages 83-95]
-
Inner core
INTERACTION BETWEEN PERIPHERAL DIAGRID AND INNER CORE IN DIAGRID STRUCTURAL SYSTEMS [33.2, 3.1, 2017, Pages 105-112]
-
Integral bridge
A DESIGN METHOD OF STEEL PILE-ABUTMENT CONNECTION OF INTEGRAL BRIDGES BASED ON FLEXURAL STRENGTH OF STEEL PILE [33.2, 2.1, 2017, Pages 3-11]
-
Integrated project delivery
BARRIERS OF IMPLEMENTATION OF``INTEGRATED PROJECT DELIVERY'' IN IRAN [33.2, 1.2, 2017, Pages 129-135]
-
Integrated project delivery
INTEGRATED PROJECT DELIVERY USING BUILDING INFORMATION MODELING [33.2, 1.1, 2017, Pages 129-135]
-
Iranian ground motion database
STABILITY ASSESSMENT OF GMPES FOR IRANIAN GROUND MOTION DATABASE [33.2, 3.1, 2017, Pages 57-66]
L
-
Landslide real-time monitoring
LANDSLIDE MONITORING USING WIRELESS SENSOR NETWORKS [33.2, 3.2, 2017, Pages 137-147]
-
Length of jump
NUMERICAL STUDY OF EFFECTIVE PARAMETERS IN LENGTH OF SUBMERGED HYDRAULIC JUMPS WITH BAFFLE BLOCKS [33.2, 3.2, 2017, Pages 65-73]
-
Limit equilibrium method
A NEW APPROACH FOR STABILITY ANALYSIS OF SOIL SLOPES USING A LIMIT EQUILIBRIUM METHOD [33.2, 4.1, 2017, Pages 145-153]
-
Long span frames
THE EFFECT OF VERTICAL COMPONENT OF EARTHQUAKE ON THE LONG SPAN FRAMES IN STEEL BUILDINGS [33.2, 1.2, 2017, Pages 105-111]
M
-
Machinery Combination
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
-
Mass damper
USE MASS DAMPER WITH NONLINEAR STIFFNESS AND SEMI-ACTIVE DAMPING [33.2, 1.1, 2017, Pages 47-54]
-
Maximum shear modulus
LABORATORY STUDY ON THE MAXIMUM SHEAR MODULUS OF BOUSHEHR CALCAREOUS SAND [33.2, 1.2, 2017, Pages 45-52]
-
MCDM method
RISK EVALUATING FOR MECHANIZED TUNNELING IN THE TEHRAN METRO-LINE 7 BY MULTI-CRITERIA DECISION-MAKING METHOD [33.2, 1.1, 2017, Pages 81-88]
-
Mechanized tunnelling
RISK EVALUATING FOR MECHANIZED TUNNELING IN THE TEHRAN METRO-LINE 7 BY MULTI-CRITERIA DECISION-MAKING METHOD [33.2, 1.1, 2017, Pages 81-88]
-
Medium steel moment frames؛ force method؛ direct displacement method
SEISMIC PERFORMANCE EVALUATION OF REGULAR STEEL MOMENT FRAME BUILDINGS BASED ON FORCE, DIRECT DISPLACEMENT, ENERGY AND PLASTIC HINGE METHODS [33.2, 4.2, 2017, Pages 99-110]
-
MEPDG model
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
-
MEPDG model
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
-
Modeling
BIO-GEOFILTER MODELING IN PILOT SCALE FOR REMOVAL OF DISSOLVED NITRATE [33.2, 3.1, 2017, Pages 113-123]
N
-
Nanoparticale
FUNCTIONALIZED CHITOSAN NANOPARTICLES BY CITRIC ACID FOR ADSORPTIVE OF CHROMIUM (VI) [33.2, 2.1, 2017, Pages 61-68]
-
Nazloo clay
THE EFFECT OF ADMIXING OF NANO-CLAY TO NAZLOO CLAY AND FIROOZKOUH SAND FOR CLAYEY LINER APPLICATIONS [33.2, 4.1, 2017, Pages 125-133]
-
Nazloo clay
THE EFFECT OF ADMIXING OF NANO-CLAY TO NAZLOO CLAY AND FIROOZKOUH SAND FOR CLAYEY LINER APPLICATIONS [33.2, 4.1, 2017, Pages 125-133]
-
Near- fault
INVESTIGATION ON THE EFFECTS OF FOUNDATION STIFFNESS ON SURFACE FAULT RUPTURE IN REVERSE DIP-SLIP FAULTS [33.2, 2.2, 2017, Pages 61-67]
-
Near-fault earthquakes
THE EFFECT OF VERTICAL COMPONENT OF EARTHQUAKE ON THE LONG SPAN FRAMES IN STEEL BUILDINGS [33.2, 1.2, 2017, Pages 105-111]
-
Near field earthquake records
ASSESSMENT OF NONLINEAR DYNAMIC RESPONSE OF MEGA BRACED TUBE STRUCTURAL SYSTEMS UNDER STRONG GROUND MOTIONS [33.2, 1.2, 2017, Pages 133-146]
-
Near field earthquakes
EVALUATION OF SEISMIC DEMANDS OF STRUCTURES WITH BASE ISOLATION SUBJECTED TO NEAR-FIELD EARTHQUAKES [33.2, 2.2, 2017, Pages 3-12]
-
Near-field ground motions
AN INVESTIGATION ON THE EFFECT OF NEAR-FIELD PULSE- LIKE GROUND MOTIONS ON THE SEISMIC RESPONSE OF A SOIL-PILE-STRUCTURE SYSTEM [33.2, 2.1, 2017, Pages 115-125]
-
Network design
PROJECT SELECTION AND SCHEDULING OPTIMIZATION FOR THE MULTI-PERIOD NETWORK DESIGN PROBLEM [33.2, 2.2, 2017, Pages 111-118]
-
Non-geometric vertical irregularity
PROBABILISTIC CONFIDENCE LEVEL EVALUATION OF VERTICALLY IRREGULAR STEEL BUILDINGS CONSIDERING SOIL-STRUCTURE INTERACTION [33.2, 3.2, 2017, Pages 17-27]
O
-
O-D matrix adjustment
A COMPARISON OF THE PSO AND GRADIENT ALGORITHMS IN ADJUSTING THE O/D MATRIX OF METROPOLITAN TEHRAN [33.2, 1.1, 2017, Pages 3-9]
-
Optimal control
OPTIMAL VIBRATION CONTROL OF STRUCTURES USING WAVELET TRANSFORM AND COLONIAL COMPETITIVE ALGORITHM [33.2, 4.1, 2017, Pages 135-143]
-
Optimal control
OPTIMAL VIBRATION CONTROL OF STRUCTURES USING WAVELET TRANSFORM AND COLONIAL COMPETITIVE ALGORITHM [33.2, 4.1, 2017, Pages 135-143]
-
Optimization
AN EVALUATION OF PERFORMANCE OF ARTIFICIAL BEE COLONY ALGORITHM FOR SOLVING THE COMBINATORIAL OPTIMIZATION PROBLEMS [33.2, 2.2, 2017, Pages 15-23]
-
Optimization
COMPARISON OF DIFFERENT FAILURE CRITERIA IN ROCK MASSES USING OPTIMIZATION (TS) AND CURVE FITTING [33.2, 2.2, 2017, Pages 25-33]
P
-
Particle breakage
NUMERICAL SIMULATION OF A HIGH ROCKFILL DAM CONSIDERING PARTICLE BREAKAGE PHENOMENON [33.2, 3.1, 2017, Pages 47-56]
-
Performance evaluation
INTEGRATED FRAMEWORK FOR PROJECT PERFORMANCE EVALUATION FROM THE VIEWPOINT OF CONSTRUCTION INDUSTRY CONTRACTORS [33.2, 4.1, 2017, Pages 83-95]
-
Performance Evaluation
INTEGRATED FRAMEWORK FOR PROJECT PERFORMANCE EVALUATION FROM THE VIEWPOINT OF CONSTRUCTION INDUSTRY CONTRACTORS [33.2, 4.1, 2017, Pages 83-95]
-
Permanent deformation
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
-
Permanent Deformation
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
-
Permeable medium
ASSESSING THE PERMEABILITY OF THE OIL AND ITS COMPONENTS INTO POROUS CONCRETE USING NEW CYLINDRICAL CHAMBER METHOD [33.2, 1.1, 2017, Pages 89-93]
-
Plastic settlement
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
-
Pollution contamination
BIO-GEOFILTER MODELING IN PILOT SCALE FOR REMOVAL OF DISSOLVED NITRATE [33.2, 3.1, 2017, Pages 113-123]
-
Pollution source identification
LOCATION AND RELEASE TIME TRACING OF POLLUTION SOURCE IN RIVERS BASED ON COMPOUND MODEL ADJOINT ANALYSIS AND OPTIMIZATION METHOD [33.2, 3.2, 2017, Pages 95-104]
-
Post-tensioning force
THE EFFECTS OF INITIAL POST TENSIONING FORCE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAMES BY POST - TENSIONED CONNECTIONS [33.2, 1.1, 2017, Pages 107-115]
-
Potential equations
STRESS DISTRIBUTION AROUND ELLIPTICAL TUNNELS BY THE STEVENSON APPROACH [33.2, 4.2, 2017, Pages 131-139]
Q
-
Quantification
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
-
Quantification
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
R
-
RC building
EFFECT OF TIME INTERVAL BETWEEN PEAK RESPONSES IN THE HORIZONTAL AND VERTICAL COMPONENTS OF GROUND MOTION ON THE SEISMIC BEHAVIOR OF RC BUILDING [33.2, 4.2, 2017, Pages 47-59]
-
Relative Balance Time
[33.2, 4.1, 2017, Pages 61-70]
-
Reliability
OPTIMIZATION OF STORAGE TANKS CONSIDERING WATER QUALITY CONSTRAINTS IN WATER DISTRIBUTION NETWORKS [33.2, 1.1, 2017, Pages 11-19]
-
Reliability
RELIABILITY AND SENSITIVITY ANALYSIS OF STEEL AND CONCRETE PILES USING SIMULATION METHODS [33.2, 1.2, 2017, Pages 61-69]
-
Reservoir operation optimization problem
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
-
Reservoir Operation Optimization problem
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
-
Reservoir Storage Volume
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
-
Residential Buildings
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
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Risk management
RISK EVALUATING FOR MECHANIZED TUNNELING IN THE TEHRAN METRO-LINE 7 BY MULTI-CRITERIA DECISION-MAKING METHOD [33.2, 1.1, 2017, Pages 81-88]
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Risk management
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
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Risk Management
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
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Risk perception
ROLE OF PARENTAL RISK PERCEPTION & WORRY ON INDEPENDENT TRIP OF CHILDREN TO SCHOOL [33.2, 3.2, 2017, Pages 75-83]
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Roller compacted concrete pavement (RCCP)
THE MECHANICAL AND DURABILITY CHARACTERISTICS OF ROLLER COMPACTED CONCRETE PAVEMENT (RCCP) [33.2, 3.1, 2017, Pages 39-45]
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RSA
STABILITY ASSESSMENT OF GMPES FOR IRANIAN GROUND MOTION DATABASE [33.2, 3.1, 2017, Pages 57-66]
S
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Saddle connection
SURVEY OF THE SADDLE CONNECTIONS BEHAVIOR UNDER CONTINUES GRAVITY AND LATERAL LOADS [33.2, 1.1, 2017, Pages 73-80]
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Sand
INVESTIGATION OF THE EFFECT OF ANISOTROPY ON THE PORE WATER PRESSURE GENERATION OF LOOSE ANISOTROPIC CONSOLIDATED BABOLSAR SAND [33.2, 4.1, 2017, Pages 13-21]
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Sand lenses
INVESTIGATION OF SAND LENSES IN THE CONSOLIDATION SETTLEMENT OF THE SOIL USING A MESHFREE METHOD [33.2, 2.2, 2017, Pages 79-86]
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Sand-rubber mixture
SIMULATION OF MECHANICAL BEHAVIOUR OF THE SAND-RUBBER MIXTURES USING DISCRETE ELEMENT METHOD (DEM) [33.2, 2.2, 2017, Pages 51-59]
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Sandy soil
EFFECTS OF SOIL DENSITY AND GEOTEXTILE REINFORCEMENT ON CALIFORNIA BEARING RATIO OF SANDY SOIL [33.2, 3.1, 2017, Pages 95-103]
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Scanning Electron Microscope (SEM)
INVESTIGATION OF THE EFFECT OF CEMENT ON THE STABILIZATION OF CONTAMINATED SOIL WITH ANTHRACENE [33.2, 4.1, 2017, Pages 39-48]
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Scour
[33.2, 4.1, 2017, Pages 61-70]
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Scour
[33.2, 4.1, 2017, Pages 61-70]
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SDS
REMOVAL OF CRUDE OIL FROM SOIL USING ENHANCED ELECTROKINETIC METHOD BY SURFACTANTS [33.2, 2.1, 2017, Pages 107-114]
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Seismic hazard analysis
STABILITY ASSESSMENT OF GMPES FOR IRANIAN GROUND MOTION DATABASE [33.2, 3.1, 2017, Pages 57-66]
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Seismic retrofit
ANALYTICAL STUDY OF ACCEPTANCE CRITERIA FOR RETROFITTED BEAMS WITH FRP USING NUMERICAL MODELING [33.2, 3.2, 2017, Pages 127-136]
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Shear strength
INVESTIGATION ON THE BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS [33.2, 3.2, 2017, Pages 85-94]
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Shear wall
DETERMINING OPTIMAL STRUT-AND-TIE MODEL FOR REINFORCED CONCRETE DISTURBED REGION UNDER MULTIPLE LOAD USING TOPOLOGY OPTIMIZATION [33.2, 1.1, 2017, Pages 95-106]
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Shear wall
STUDY OF SEISMIC BEHAVIOR OF COLD-FORMED STEEL FRAMES SHEATHED BY FIBER CEMENT BOARDS [33.2, 4.2, 2017, Pages 81-90]
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Shear wall
ENDURANCE TIME METHOD, A SUITABLE SUBSTITUTE FOR CONVENTIONAL DYNAMIC ANALYSIS IN SEISMIC PERFORMANCE ASSESSMENT OF RC TUNNEL FORM BUILDINGS [33.2, 3.2, 2017, Pages 149-159]
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Slip surface
A NEW APPROACH FOR STABILITY ANALYSIS OF SOIL SLOPES USING A LIMIT EQUILIBRIUM METHOD [33.2, 4.1, 2017, Pages 145-153]
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Slope
NUMERICAL STUDY OF USING DEEP SOIL MIXING METHOD FOR SLOPE STABILITY [33.2, 3.1, 2017, Pages 125-133]
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Soil treatment
REMOVAL OF CRUDE OIL FROM SOIL USING ENHANCED ELECTROKINETIC METHOD BY SURFACTANTS [33.2, 2.1, 2017, Pages 107-114]
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Solidification/stabilization
EFFECT OF INORGANIC MATERIAL AND NON-UNIFORM ELECTROKINETIC ON SOLIDIFICATION/STABILIZATION OF LEAD, ZINC AND ARSENIC [33.2, 1.2, 2017, Pages 79-89]
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Steel plate shear wall
EFFECT OF DIFFERENT POSITIONS OF CONCENTRATED OPENINGS ON THE SHEAR CAPACITY OF STEEL PLATE SHEAR WALLS [33.2, 1.2, 2017, Pages 25-33]
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Stiffened steel plate shear wall
EFFECT OF DIFFERENT CONFIGURATIONS OF STIFFENERS ON THE SHEAR CAPACITY AND STIFFNESS OF STIFFENED STEEL PLATE SHEAR WALLS [33.2, 4.2, 2017, Pages 3-12]
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Strengthening
MODIFIED STRESS-STRAIN MODELS OF CONCRETE CONFINED WITH FRP UNDER CONCENTRIC AND ECCENTRIC LOADINGS [33.2, 4.2, 2017, Pages 61-69]
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Strip footing
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
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Structural damage detection
[33.2, 1.1, 2017, Pages 21-30]
-
Strut-and-tie
DETERMINING OPTIMAL STRUT-AND-TIE MODEL FOR REINFORCED CONCRETE DISTURBED REGION UNDER MULTIPLE LOAD USING TOPOLOGY OPTIMIZATION [33.2, 1.1, 2017, Pages 95-106]
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Subway Project
OPTIMUM COMBINATION OF EXCAVATING MACHINERY USING ADVANCED PROGRAMMATIC RISK ENVIRONMENT AND MANAGEMENT MODEL [33.2, 4.1, 2017, Pages 3-12]
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Sulfate soil
EFFECT OF FREEZE-THAW AND WET-DRY CYCLES ON CLAY SOIL WITH SULFATE STABILIZED BY ION EXCHANGE ${f CBR^{+4}}$ SOLUTION [33.2, 1.2, 2017, Pages 15-24]
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Surface fault rupture
INVESTIGATION ON THE EFFECTS OF FOUNDATION STIFFNESS ON SURFACE FAULT RUPTURE IN REVERSE DIP-SLIP FAULTS [33.2, 2.2, 2017, Pages 61-67]
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System identification
IDENTIFICATION OF MULTI DEGREE OF FREEDOM SYSTEMS SUBJECTED TO AMBIENT NONSTATIONARY VIBRATION [33.2, 4.2, 2017, Pages 37-45]
T
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TBM-EPB
3D STABILITY ANALYSIS Of HETEROGENEOUS FACE EXCAVATION BY TBM- EPB MACHINE -CASE STUDY LINE 2 METRO OF MASHAD [33.2, 1.1, 2017, Pages 121-128]
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TCLP
EFFECT OF INORGANIC MATERIAL AND NON-UNIFORM ELECTROKINETIC ON SOLIDIFICATION/STABILIZATION OF LEAD, ZINC AND ARSENIC [33.2, 1.2, 2017, Pages 79-89]
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Tehran
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
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Tehran
QUANTIFICATION OF CONSTRUCTION WASTE PRODUCTION OF BULK MATERIALS (CASE STUDY: RESIDENTIAL BUILDINGS IN TEHRAN) [33.2, 4.1, 2017, Pages 113-123]
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Tire particles
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
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Tire shreds
BEHAVIOUR OF STRIP FOOTINGS ON SANDS REINFORCED BY GEOCELL AND RUBBER PARTICLES SUBJECTED TO CYCLIC LOADING [33.2, 4.1, 2017, Pages 49-59]
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TOPSIS
RISK EVALUATING FOR MECHANIZED TUNNELING IN THE TEHRAN METRO-LINE 7 BY MULTI-CRITERIA DECISION-MAKING METHOD [33.2, 1.1, 2017, Pages 81-88]
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Total time and cost uncertainty
REDUCING THE TIME AND COST UNCERTAINTY OF TUNNELING PROJECTS USING DAT METHOD CASE STUDY: HAMRO ROAD TUNNEL IN IRAN [33.2, 3.1, 2017, Pages 83-93]
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Tunnel form building (TFB)
ENDURANCE TIME METHOD, A SUITABLE SUBSTITUTE FOR CONVENTIONAL DYNAMIC ANALYSIS IN SEISMIC PERFORMANCE ASSESSMENT OF RC TUNNEL FORM BUILDINGS [33.2, 3.2, 2017, Pages 149-159]
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Tunnel form system
MULTI-LEVEL R-FACTOR DETERMINATION FOR RC TUNNEL-FORM BUILDINGS [33.2, 1.2, 2017, Pages 53-59]
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Tunnel form system
EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN [33.2, 3.2, 2017, Pages 3-16]
U
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Uncon ned compressive strength (UCS)
INVESTIGATION OF THE EFFECT OF CEMENT ON THE STABILIZATION OF CONTAMINATED SOIL WITH ANTHRACENE [33.2, 4.1, 2017, Pages 39-48]
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Underground tunnels
INFLUENCE OF DOUBLE TUNNELS ON SEISMIC AMPLIFICATION PATTERN OF GROUND SURFACE USING BEM [33.2, 3.2, 2017, Pages 29-41]
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Uniform Hazard Earthquake
OPTIMAL VIBRATION CONTROL OF STRUCTURES USING WAVELET TRANSFORM AND COLONIAL COMPETITIVE ALGORITHM [33.2, 4.1, 2017, Pages 135-143]
V
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Vertical component of ground motion
EFFECT OF TIME INTERVAL BETWEEN PEAK RESPONSES IN THE HORIZONTAL AND VERTICAL COMPONENTS OF GROUND MOTION ON THE SEISMIC BEHAVIOR OF RC BUILDING [33.2, 4.2, 2017, Pages 47-59]
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Viscoelastic
COMPARING THE PERFORMANCEOF HOT MIX ASPHALT BASED ONMECHANISTIC - EMPIRICALPAVEMENT DESIGN GUIDE(MEPDG) AGAINST CREEP ANDCOMPUTING MINIMUM SPEED OFHEAVY VEHICLES [33.2, 4.1, 2017, Pages 97-103]
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Visibility Method
MODELING OF COHESIVE CRACK VIA DISCRETE LEAST SQUARES MESHLESS METHOD [33.2, 2.1, 2017, Pages 23-30]
W
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Waste copper slag
ON THE EFFECT OF WASTE COPPER SLAG ON MECHANICAL PROPERTIES OF PRECAST CONCRETE KERB MANUFACTURED WITH WET PRESS PROCESS [33.2, 4.1, 2017, Pages 105-112]
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Water hammer
INVESTIGATION OF OPTIMUM DIMENSIONS OF SIMPLE AND DIFFERENTIAL SURGE TANKS TO CONTROL THE PRESSURE WAVES DUE TO WATER HAMMER [33.2, 3.2, 2017, Pages 43-52]
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Water pressure inside the crack
EFFECT OF WATER PRESSURE INSIDE THE CRACKS ON THE BEHAVIOR OF CONCRETE GRAVITY DAMS UNDER FLOOD LOADING [33.2, 4.1, 2017, Pages 23-37]
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Water Releases
GRAVITATIONAL SEARCH ALGORITHM TO SOLVE OPTIMAL OPERATION PROBLEM OF SINGLE RESERVOIR SYSTEM, CASE STUDY: DEZ RESERVOIR [33.2, 4.1, 2017, Pages 71-81]
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Widening ratio
THE EFFECTS OF THE WIDENING RATIO OF A CANYON ON THE SCATTERING OF SEISMIC WAVES [33.2, 2.1, 2017, Pages 93-105]
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Wireless sensor networks
LANDSLIDE MONITORING USING WIRELESS SENSOR NETWORKS [33.2, 3.2, 2017, Pages 137-147]
Y
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Yielding damper
BEHAVIOR OF THE PROPOSED DETAILING OF PIPE DAMPER IN MOMENT CONNECTIONS [33.2, 3.2, 2017, Pages 53-64]
Z
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Zeolite
INVESTIGATION OF ZEOLITE EFFECT ON TENSILE STRENGTH OF BABOLSAR SAND STABILIZED WITH CEMENT [33.2, 1.1, 2017, Pages 117-120]
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Zn
REMOVAL OF ZINC AND NICKEL FROM WASTEWATER TREATMENT SLUDGE BY COMBINED MAGNETIC SEPARATION AND LEACHING WITH ENHANCED ELECTROKINETIC PROCESS [33.2, 3.1, 2017, Pages 69-76]
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